Approval of Plans and Specifications and Authorization to Advertise for Bids for the 2023 Pavement Rehabilitation Project

Agenda Item C.2

CPMS DISCUSSION/ACTION ITEM
Meeting Date: January 16, 2023
____________________________________________________________

TO: Mayor and Councilmembers

FROM: Charlies W. Ebeling, Public Works Director

PREPARED BY: Daniel Virgen, Assistant Engineer

SUBJECT: Approval of Plans and Specifications and Authorization to Advertise for Bids for the 2023 Pavement Rehabilitation Project

RECOMMENDATION:

A. Approve Plans and Specifications for the 2023 Pavement Rehabilitation Project;

B. Authorize staff to advertise a notice inviting construction bids for the 2023 Pavement Rehabilitation Project.

BACKGROUND:

The City of Goleta owns approximately 85 centerline miles of roadways, which consist of paved surfaces primarily for vehicular traffic including cars, bicycles, buses and trucks.

Pedestrians also use portions of the paved surfaces at intersections and when traveling along roadways without sidewalks. Roadways also consist of medians, curb, gutter and sidewalk, landscaped areas and traffic control devices such as traffic signs and signals.

The City of Goleta’s paved roadway surface, typically asphalt concrete, has a replacement value of $302 million, making just the pavement itself the most valuable asset the City owns. To maintain this asset, the City uses a Pavement Management Program (PMP). The PMP consists of tracking the condition of the pavement and, based on the condition, developing periodic pavement maintenance activities and projects.

Pavement maintenance ranges from pavement resurfacing to full pavement reconstructions.

The PMP is a critical planning tool to assist staff in establishing a list of priority roadways to be included in the City’s annual pavement rehabilitation projects. In addition to the PMP recommendations, the paving priority list is developed based on public input and staff’s experience and understanding of the roadway network. In November 2020, Public Works staff presented a proposed two-year paving priority list. Street sections from that list were included in the design and construction of the 2022-2023 Pavement Rehabilitation Project. The remaining street sections were included in the design of the 2023 Pavement Rehabilitation Project. Per Council’s request, the titles of the annual pavement project s 1 Meeting Date: 1/16/2024

Page 2 of 6 ends

changed from the fiscal year to the anticipated year of design and construction for clarity for the public. The 2023 Pavement Rehabilitation Project is anticipated to begin construction in spring 2024.

In August 2022, City Council authorized the City Manager to execute a professional design services agreement with Pavement Engineering Inc. (PEI), for design, construction support, geotechnical investigations for Pavement Rehabilitation Projects and an additional scope to develop the next three-year street section priority list, which allows for a predictable, annual schedule for construction. Table 1 below shows the three- year PEI contract costs for design services.

Table 1: Three-Year PEI Contract Costs
2023 Pavement Rehabilitation Project and PMP Update $ 650,000.00 2024 Pavement Rehabilitation Project $ 559,000.00
2025 Pavement Rehabilitation Project $ 559,000.00

PEI completed an evaluation of the Citywide roadway network in Spring of 2022. This update allows the City to calculate a current Pavement Condition Index (PCI) and run budget scenarios to understand fiscal impacts and needs. As shown in the attached presentation the existing overall Citywide PCI, after completing the construction of the 2021 Paving Project, is at 60.

The 2021 annual pavement project utilized approximately $6.1 M in available funding to resurface the following street segments: portions of the Los Carneros Way; Cathedral Oaks Blvd; portions of Cannon Green, and Covington Neighborhood.

The recently-completed 2022 annual pavement project utilized approximately $5.2 M in available funding to resurface the following street segments: Portions of Cathedral Oaks Road; Glen Annie Road; Kellogg Avenue; Hollister Avenue; Calle Real; Coloma Drive; and portions of El Encanto Heights neighborhood.

Attachment 1 displays a highlighted map of the roadway segments included in both the 2021 and 2022 annual pavement projects.

Staff is providing proposed priority lists for the 2024, 2025, and 2026 paving projects and are shown in Attachment 2 and include various arterial, collector and residential roadways selected using critical point management. City Staff is committed to implementing a proactive approach towards the critical point management system. Staff intends to achieve this by consistently delivering pavement projects within our annual budget which ranges from $2- 5.5 Million dollars. After design is complete Public Works staff will include in the final construction bid package as many of the roadways on the list, in order of priority, as funding allows.

The PMP is only a planning tool used during the conceptual design phase of the annual pavement rehabilitation projects to help establish the priority lists for the design phase of the project. Once a priority list is established and approved by City Council the design 2 Meeting Date: 1/16/2024

Page 3 of 6 ends

phase typically takes another four to six months to complete. This is followed by another two to three months to advertise for construction bids, including an agenda item for authority to advertise and a standard 30-day advertising period. Lastly, it typically takes another two to three months to award the project and start construction, including the construction management (CM) consultant selection process and another agenda item to award a CM agreement and a construction contract. This is a lengthy and rigorous annual process required for the annual pavement rehabilitation projects.

DISCUSSION:

The City performs a complete citywide roadway evaluation every three years to keep the roadway network current and track status of the recommendations and proposed scenarios of prior PMP evaluations and reports. The evaluation includes inspecting every roadway throughout the City, updating the City’s roadway data base network, updating cost data, and producing a PMP summary report with recommended treatments and budget scenarios.

As part of the PMP, the City constructs an Annual Pavement Rehabilitation Project in order to effectively maintain the City’s entire roadway network. Public Works, in collaboration with PEI, have completed the design of the 2023 Pavement Rehabilitation project plans and specifications (attachments 3 and 4). The project team have completed the design for the project and are prepared to advertise for construction bids for the subject project upon City Council’s approval and authorization.

The plans and specifications include priority roadway segments for the Base Bid and additional roadway segments included as Bid Additive Alternates. The Base Bid roadway segments must be awarded; however, the Bid Alternate roadway segments may be added to the construction contract in any order based on bid amounts received and available budget. The entire Base Bid and Bid Alternates cost estimates are significantly higher than the available budget, however they were included to provide the City flexibility in selecting Bid Alternate roadway segments to include at the City’s discretion. Public Works will provide a recommendation for Base Bid and Bid Alternates for City Council’s consideration when City staff returns to City Council for award of the construction contract. The roadway segments for the Base Bid and Bid Alternates are shown in Table 2 below:

Table 2: Base Bid and Bid Alternates for 2023 Pavement Rehabilitation Project Alternate Location
Base Bid Cathedral Oaks Road (Winchester Canyon Road to Paseo del Pinon) Cathedral Oaks Road (
Paseo del Pinon to Evergreen Drive)
Phelps road ( Pacific Oaks Road to Storke Road)
Colusa Drive (Del Norte Drive to Calle Real)
Alternate 1 Caroldale Place (Caroldale Lane to CDS) & Caroldale Lane (Camino Laguna Vista to La Patera Lane)

Hollister Avenue (Cathedral Oaks Road to Gate @ West End) Alternate 2 Dearborn Place (900' south of Armitos Avenue to North End) 3 Meeting Date: 1/16/2024

Page 4 of 6 ends

Alternate 3 Storke Road (Hollister Avenue to US 101 On-Ramp) Public Outreach
Public Works staff recognizes that whenever we resurface neighborhood streets, we inconvenience the residents who live in that neighborhood. For example, there will be times when on-street parking is temporarily prohibited during the project. Some residents are unsure whether they will have access to their homes, or whether the refuse pick up will continue during the project. These concerns are understood, and we are very sensitive to the needs of the residents. Therefore, high priority is placed on public outreach for our annual resurfacing program. Here is the communication plan:

1. About two months before the planned work, we send a letter to each resident in the project area explaining the planned work, the type of pavement treatment that will be used, what the residents can expect before, during, and after the project.

2. About two weeks before the planned work, a letter is sent to each resident in the project area reminding them of the upcoming work. The letter includes information very similar to what was included in the first letter, as well as a color-coded map that shows which streets are planned for resurfacing on which dates.

3. Five working days before the work is to begin on any given street, the contractor hangs a notice on the door at each residence listing the street, date, and times of prohibited parking.

4. 72 hours before the work is to begin on any given street, the contractor places temporary “no parking” signs mounted on barricades along the street. These signs contain the days and times when parking will be prohibited.

FISCAL IMPACTS:

The Engineer’s Estimate for the total construction cost for the 2023 Pavement Rehabilitation Project for the base bid is approximately $4,246,950, and the additive alternates approximately $1,194,000. The base bid plus the additive alternate is approximately $5,440,950.

Table 3 shows the total estimated project costs with the construction costs (for the base bid) shown based on the current project budget.
4 Meeting Date: 1/16/2024

Page 5 of 6 ends

Table 3: Project Cost Estimates

Project Components Estimated
Costs
Funding Source Funding
Amounts
Project Management
(Consultant) $75,000 General Fund (101) $2,929,044
Design (Consultant) $650,0000 Gas Tax (201) $1,287,034 Construction (Base Bid) $3,600,000 RMRA (203) $863,017 Construction
Contingency/CCO $360,000 Measure A (205) $4,615
CM (Consultant) $781,235 LSTP (306) $382,525
Total: $5,466,235 Total: $5,466,235

There is currently approximately $5,140,921 in construction funds available for the 2023 Pavement Rehabilitation Project in General Fund, Gas Tax, SB1 Road Maintenance and Rehabilitation Account (RMRA), Local Surface Transportation Program (LSTP), and Measure A funding.

Table 4 below summarizes the project's available funds:

Table 4: Project Funding

ALTERNATIVES:

The City Council may elect to not approve the plans and specifications and not authorize staff to advertise for construction bids for 2023 Pavement Rehabilitation Project. Doing so would delay the project schedule and construction.

Legal Review By: Megan Garibaldi, City Attorney

Approved By: Robert Nisbet, City Manager

2023 Pavement Rehabilitation Project
Account Fund Type
FY23/24 Budget
(with FY 22/23
carryovers)
Activity /
Encumbrances Available Budget
101-50-5800-51073 General Fund $3,660,688 $1,056,959 $2,603,729 201-50-5800-51073 Gas Tax $1,367,397 $80,363 $1,287,034 203-50-5800-51073 RMRA $1,184,926 $321,908 $863,018
205-50-5800-51073 Measure A $683,261 $678,646 $4,615
306-50-5800-51062 LSTP $382,525 $0.00 $382,525
Total $7,278,797 $2,137,876 $5,140,921
5 Meeting Date: 1/16/2024

Page 6 of 6 ends

ATTACHMENTS:

1. 2021 & 2022 Pavement Rehabilitation Project Exhibit

2. Three-Year Pavement Rehabilitation Project Priority Lists (2024, 2025, and 2026)

3. 2023 Pavement Rehabilitation Project – Plans

4. 2023 Pavement Rehabilitation Project – Specifications

5. Pavement Management Program PowerPoint Presentation
6 ATTACHMENT 1
2021 & 2022 Pavement Rehabilitation Project Exhibit
7 2021 PAVEMENT

PROJECT
2022 PAVEMENT

PROJECT
3DYHPHQW5HKDELOLWDWLRQ3URMHFW

CATHEDRAL OAKS BLVD

HOLLISTER AVE

CALLE REAL

PHELPS RD

LOS CARNEROS RD

CALLE REAL

COVINGTON WAY

ELLWOOD BEACH DR

DAYTONA DR

GLENN ANNIE RD

EL COLEGIO RD

CALLE REAL

STORKE RD

DEL NORTE DR

S FAIRVIEW AVE

S KELLOGG AVE

HOLLISTER AVE

N FAIRVIEW AVE

STOW CANYON RD

N LA PATERA LN

CARLO DR

DEARBORN AVE

PADOVA DR

N PATTERSON AVE
8 ATTACHMENT 2
Three-Year Pavement Rehabilitation Project Priority Lists (2024, 2025, and 2026) 9 HOLLISTER AVENUE

HOLLISTER AVENUE

CALLE REAL

PACIFIC OAKS

NEIGHBORHOOD STORKE ROAD

LOS CARNEROS
ROAD

CALLE REAL

VENDURA AVENUE

NORTH FAIRVIEW
AVENUE

SOUTH FAIRVIEW
AVENUE

CAMBRIDGE DRIVE

PRINCETON AVENUE

CALLE REAL

LOCATION LIMITS ESTIMATE PAVEMENT

TREATMENT

HOLLISTER AVENUE
CATHEDRAL OAKS ROAD TO LAS ARMAS ROAD $620,000 DIGOUTS & SLURRY SEAL LAS ARMAS ROAD TO PEBBLE BEACH ROAD $723,000 OVERLAY

WEST SIDE OF CAMINO REAL MARKETPLACE TO
STORKE ROAD $818,000 DIGOUTS & SLURRY SEAL

CALLE REAL
SALISBURY AVENUE TO ROCHESTER WAY $574,000 COLD PLANE & REPLACE OR

FULL DEPTH RELCAMATION
LOS CARNEROS ROAD TO VALDEZ AVENUE $1,648,000 OVERLAY
KELLOGG AVENUE TO CITY LIMITS $1,118,000 OVERLAY

PACIFIC OAKS

NEIGHBORHOOD
FORDHAM PLACE $34,000 SLURRY SEAL

EVANSTON PLACE, GEORGETOWN ROAD, LA SALLE
ROAD, MARYMOUNT WAY, REED COURT $362,000 DIGOUTS & SLURRY SEAL

DAVENPORT ROAD, GEORGETOWN ROAD, LOS
NINOS, PHELPS ROAD $777,000 OVERLAY
PACIFIC OAKS ROAD $1,347,000 COLD PLANE & REPLACE OR

FULL DEPTH RELCAMATION
NEIGHBORHOOD TOTAL $2,520,000

STORKE ROAD

CHANGE OF PAVEMENT NORTH OF SIERRA MADRE
COURT TO WHITTIER DRIVE $647,000 OVERLAY
WHITTIER DRIVE TO PHELPS ROAD $423,000 COLD PLANE & REPLACE OR

FULL DEPTH RELCAMATION
PHELPS ROAD AND BOLLAY DRIVE $878,000 SLURRY SEAL

LOS CARNEROS
ROAD
CITY LIMITS TO HOLLISTER AVENUE $171,000 SLURRY SEAL
HOLLISTER AVENUE TO CASTILIAN DRIVE $504,000 COLD PLANE & REPLACE OR

FULL DEPTH RELCAMATION
CALLE KORAL TO US 101 BRIDGE $199,000 SLURRY SEAL
VENDURA AVENUE CARLO DRIVE TO VEGA DRIVE $152,000 OVERLAY

NORTH FAIRVIEW
AVENUE
300' SOUTH OF CALLE REAL TO NORTHSIDE OF US
101 BRIDGE $177,000 DIGOUTS & SLURRY SEAL

SOUTH FAIRVIEW
AVENUE
100' SOUTH OF OLNEY STREET TO HOLLISTER
AVENUE $1,048,000 COLD PLANE & REPLACE OR

FULL DEPTH RELCAMATION
CAMBRIDGE DRIVE MARBURY DRIVE TO BERKELEY ROAD $309,000 COLD PLANE & REPLACE OR

FULL DEPTH RELCAMATION
PRINCETON AVENUE SOMERSET DRIVE TO BERKELEY ROAD $240,000 COLD PLANE & REPLACE OR

FULL DEPTH RELCAMATION
TOTAL $12,769,000
BUDGET $4,380,000
2024 PAVEMENT REHABILITATION PROJECT

NOT TO SCALE

PROPOSED PRIORITY LIST FOR
10 CORONADO DRIVE

NEIGHBORHOOD

CALAVERAS
AVENUE
CALLE
REAL

WHITTIER DRIVE

NEIGHBORHOOD
BOLLAY
DRIVE

SOUTH LA

PATERA LANE

LA PATERA
PLACE
NEW
CASTLE
AVENUE
NORTH

FAIRVIEW
AVENUE

HOLLISTER AVENUE

NEIGHBORHOOD
EKWILL
AVENUE

PATTERSON
AVENUE

ARDMORE
DRIVE

NORTH FAIRVIEW
AVENUE

ARUNDEL DRIVE

NEIGHBORHOOD

PEMBROKE
AVENUE
VIA

RAVENNA
COLFAX
COURT
DEBBIE
ROAD
CHAPEL
STREET
ST. JOSEPHS
STREET
2025 PAVEMENT REHABILITATION PROJECT
1 OF 2

NOT TO SCALE

LOCATION LIMITS ESTIMATE PAVEMENT TREATMENT

CORONADO DRIVE NEIGHBORHOOD
CORONADO DRIVE $787,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
DAYTONA DRIVE $862,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
SARATOGA COURT $225,000 OVERLAY
NEIGHBORHOOD TOTAL: $1,874,000

WHITTIER DRIVE NEIGHBORHOOD
LINFIELD PLACE $109,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
MILLS WAY $91,000 DIGOUTS & SLURRY SEAL
PEPPERDINE COURT $23,000 DIGOUTS & SLURRY SEAL
PITZER COURT $54,000 OVERLAY
POMONA COURT $54,000 OVERLAY
SCRIPPS CRESCENT STREET $164,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
WHITMAN STREET $200,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
WHITTIER DRIVE $449,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
NEIGHBORHOOD TOTAL: $1,144,000

HOLLISTER AVENUE

NEIGHBORHOOD
CARDINAL AVE $116,000 OVERLAY
MALLARD AVENUE $173,000 OVERLAY
NECTARINE AVENUE $56,000 OVERLAY
ORANGE AVENUE $189,000 OVERLAY
TECOLOTE AVENUE $54,000 OVERLAY
NEIGHBORHOOD TOTAL: $588,000

ARUNDEL ROAD NEIGHBORHOOD
ARUNDEL ROAD $126,000 SLURRY SEAL
CONNOR LANE $14,000 SLURRY SEAL
DANBURY COURT $15,000 SLURRY SEAL
KINGS WAY $23,000 SLURRY SEAL
MARSTONE LANE $14,000 SLURRY SEAL
WAKEFIELD ROAD $136,000 SLURRY SEAL
NEIGHBORHOOD TOTAL: $328,000

PROPOSED PRIORITY LIST FOR
11 CORONADO DRIVE

NEIGHBORHOOD

CALAVERAS
AVENUE
CALLE
REAL

WHITTIER DRIVE

NEIGHBORHOOD
BOLLAY
DRIVE

SOUTH LA

PATERA LANE

LA PATERA
PLACE
NEW
CASTLE
AVENUE
NORTH

FAIRVIEW
AVENUE

HOLLISTER AVENUE

NEIGHBORHOOD
EKWILL
AVENUE

PATTERSON
AVENUE

ARDMORE
DRIVE

NORTH FAIRVIEW
AVENUE

ARUNDEL DRIVE

NEIGHBORHOOD

PEMBROKE
AVENUE
VIA

RAVENNA
COLFAX
COURT
DEBBIE
ROAD
CHAPEL
STREET
ST. JOSEPHS
STREET
2025 PAVEMENT REHABILITATION PROJECT
(CONTINUED)
2 OF 2

NOT TO SCALE

LOCATION LIMITS ESTIMATE PAVEMENT TREATMENT

NORTH FAIRVIEW AVENUE

RR BRIDGE TO HOLLISTER
AVENUE $798,000 OVERLAY
CDS TO FAIRVIEW AVENUE $154,000 OVERLAY

CATHEDRAL OAKS ROAD TO
BERKELEY ROAD $1,246,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION

PATTERSON AVENUE CITY LIMITS TO EKWILL
STREET $1,417,000 DIGOUTS & SLURRY SEAL
DEBBIE ROAD CDS TO PATTERSON AVENUE $157,000 OVERLAY

CHAPEL STREET NORTH END TO HOLLISTER
AVENUE $111,000 OVERLAY

CALAVERAS AVENUE DEL NORTE DRIVE TO CALLE
REAL $363,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION

CALLE REAL CALAVERAS AVENUE TO
AMADOR AVENUE $138,000 DIGOUTS & SLURRY SEAL

HOLLISTER AVENUE STORKE ROAD TO LOS
CARNEROS ROAD $2,307,000 OVERLAY

STORKE ROAD HOLLISTER AVENUE TO HWY
101 BRIDGE $1,028,000 OVERLAY

NEWCASTLE AVENUE SHAMROCK AVENUE TO
VALDEZ AVENUE $52,000 SLURRY SEAL
NEWCASTLE CIRCLE CDS TO NEWCASTLE AVENUE $79,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION

ARDMORE DRIVE STOW CANYON ROAD TO
NORTH FAIRVIEW AVENUE $43,000 SLURRY SEAL
BOLLAY DRIVE STORKE ROAD TO CDS $365,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
COLFAX COURT CDS TO STOW CANYON ROAD $22,000 SLURRY SEAL EKWILL STREET WA ROAD DRIVE TO EAST END $349,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
LA PATERA PLACE CDS TO LA PATERA LANE $13,000 SLURRY SEAL

PEMBROKE AVENUE KELLOGG AVENUE TO
HUNTINGTON DRIVE $143,000 OVERLAY

ROBIN HILL ROAD LINDMAR DRIVE TO HOLLISTER
AVENUE $88,000 SLURRY SEAL
ST. JOSEPHS STREET CDS TO HOLLISTER AVENUE $160,000 OVERLAY VIA RAVENNA CDS TO CAMBRIDGE DRIVE $14,000 SLURRY SEAL
TOTAL $12,981,000
BUDGET $6,000,000

PROPOSED PRIORITY LIST FOR
12 CALLE
REAL

DARTMOOR
AVENUE

BRADFORD DRIVE

NEIGHBORHOOD

CORTANA DRIVE

NEIGHBORHOOD

NORTH LOS

CARNEROS
AERO
CAMINO
CAMINO
VISTA

CATHEDRAL

OAKS ROAD
PASEO

PALMILLA CATHEDRAL

OAKS ROAD

PLACENCIA
STREET

SOUTH KELLOGG
AVENUE

HOLLISTER
AVENUE

CALLE REAL

SOUTH KELLOGG
AVENUE

ELLWOOD

BEACH DRIVE

HOLLISTER
AVENUE

PALO ALTO
DRIVE

SAN PICA
WAY
CALLE
REAL

STOW CANYON

ROADCALLE
REAL

BRANDON

DRIVEDEERHURST

DRIVEWINCHESTER

CANYON ROAD
2026 PAVEMENT REHABILITATION PROJECT
1 OF 2

NOT TO SCALE

OVERPASS ROAD

LOCATION LIMITS ESTIMATE PAVEMENT TREATMENT
AERO CAMINO CDS TO HOLLISTER AVENUE $121,000 SLURRY SEAL CAMINO VISTA CALLE KORAL TO CAMINO AERO $110,000 SLURRY SEAL

LOS CARNEROS ROAD CASTILLIAN DRIVE TO CALLE
KORAL $302,000 SLURRY SEAL

BRANDON DRIVE WINCHESTER CANYON ROAD TO
CALLE REAL $1,056,000 OVERLAY

CALLE REAL
CITY LIMIT TO SALISBURY AVENUE $1,630,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION

ROCHESTER PLACE TO
CALAVERAS AVENUE $381,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
VALDEZ AVE TO FAIRVIEW AVENUE $353,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION

KINGSTON AVE TO KELLOGG
AVENUE $115,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION

CATHEDRAL OAKS ROAD

LOS CARNEROS ROAD TO CITY
LIMITS $674,000 DIGOUTS & SLURRY SEAL

NORTH FAIRVIEW AVENUE TO
ARUNDEL ROAD $262,000 SLURRY SEAL

CORTANA DRIVE NEIGHBORHOOD
CASTILIAN DRIVE $979,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
COROMAR DRIVE $252,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
CORTONA DRIVE $1,010,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
NEIGHBORHOOD TOTAL: $2,241,000
LANCASTER PLACE CALLE REAL TO CDS $41,000 SLURRY SEAL
DARTMOOR AVENUE LANCASTER PLACE TO CALLE REAL $79,000 SLURRY SEAL ELLWOOD BEACH DRIVE ENTRANCE ROAD TO SOUTH END $828,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION

HOLLISTER AVENUE

PEBBLE BEACH DRIVE TO CAMINO
REAL MARKETPLACE $1,198,000 DIGOUTS & SLURRY SEAL

NECTARINE AVENUE TO KINMAN
AVENUE $251,000 DIGOUTS & SLURRY SEAL
WARD DRIVE TO CITY LIMIT $908,000 DIGOUTS & SLURRY SEAL

KELLOGG AVENUE NORTH END (RR TRACKS) TO
HOLLISTER AVENUE $396,000 DIGOUTS & SLURRY SEAL
KELLOGG WAY TO WEST END $302,000 DIGOUTS & SLURRY SEAL

KELLOGG PLACE KELLOGG WAY TO KELLOGG
AVENUE $53,000 OVERLAY
KELLOGG WAY NORTH END TO KELLOGG AVENUE $118,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
OVERPASS ROAD PATTERSON AVENUE TO EAST END $18,000 SLURRY SEAL

PROPOSED PRIORITY LIST FOR
13 CALLE
REAL

DARTMOOR
AVENUE

BRADFORD DRIVE

NEIGHBORHOOD

CORTANA DRIVE

NEIGHBORHOOD

NORTH LOS

CARNEROS
AERO
CAMINO
CAMINO
VISTA

CATHEDRAL

OAKS ROAD
PASEO

PALMILLA CATHEDRAL

OAKS ROAD

PLACENCIA
STREET

SOUTH KELLOGG
AVENUE

HOLLISTER
AVENUE

CALLE REAL

SOUTH KELLOGG
AVENUE

ELLWOOD

BEACH DRIVE

HOLLISTER
AVENUE

PALO ALTO
DRIVE

SAN PICA
WAY
CALLE
REAL

STOW CANYON

ROADCALLE
REAL

BRANDON

DRIVEDEERHURST

DRIVEWINCHESTER

CANYON ROAD
2026 PAVEMENT REHABILITATION PROJECT
(CONTINUED)
2 OF 2

NOT TO SCALE

LOCATION LIMITS ESTIMATE PAVEMENT TREATMENT

PALO ALTO DRIVE HOLLISTER AVENUE TO SEA GULL
DRIVE $65,000 SLURRY SEAL
ASTORIA PLACE PALO ALTO DR TO CDS $22,000 SLURRY SEAL
LAS CRUCES COURT LA GOLETA ROAD TO CDS $63,000 OVERLAY

PASEO PALMILLA LA GOLETA ROAD TO LA GOLETA
ROAD $376,000 OVERLAY
PATTERSON AVENUE EKWILL STREET TO CITY LIMITS $46,000 SLURRY SEAL

PLACENCIA STREET SOUTH FAIRVIEW AVENUE TO EAST
END $67,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
SAN PICA WAY CDS TO SAN BLANCO DRIVE $11,000 SLURRY SEAL

STOW CANYON ROAD
STOW CANYON ROAD TO CDS $83,000 OVERLAY
WEST END TO CAMBRIDGE DRIVE $474,000 OVERLAY

BRADFORD DRIVE NEIGHBORHOOD
BRADFO ROAD DRIVE $534,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
SURREY PLACE $29,000 SLURRY SEAL
WARWICK PLACE $18,000 SLURRY SEAL
NEIGHBORHOOD TOTAL: $581,000

WINCHESTER CANYON ROAD CITY LIMITS TO CATHEDRAL OAKS
ROAD $523,000 COLD PLANE & REPLACE OR FULL

DEPTH RECLAMATION
TOTAL $13,748,000
BUDGET $6,000,000

OVERPASS ROAD

PROPOSED PRIORITY LIST FOR
14 ATTACHMENT 3

2023 Pavement Rehabilitation Project – Plans

15 SHEET 4 - 5

CATHEDRAL OAKS ROAD
SHEET 18 - 21

HOLLISTER AVENUE
SHEET 2 - 2
STORKE ROAD SHEET 2

DEARBORN PLACE
SHEET 14 - 15

PHELPS ROAD
SHEET 6 - 13

CATHEDRAL OAKS ROAD
SHEET 16

COLUSA DRIVE
SHEET 17

COVINGTON NEIGHBORHOOD
NOTES:

1. STATIONING IS SHOWN ON PLAN SHEETS AND FOR REFERENCE ONLY UNLESS OTHERWISE INDICATED.

2. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL STRIPING WITHIN LIMITS OF WORK. STRIPING IS TO MATCH EXISTING UNLESS OTHERWISE SHOWN ON PLANS OR DIRECTED BY THE CITY. CONTRACTOR SHALL TIE DOWN LOCATION OF ALL STRIPING PRIOR TO REMOVAL.

3. ALL TRAFFIC STRIPING SHOWN ON SHEETS 4 - 38 IS EXISTING. NEW STRIPING IS SUBJECT TO CHANGE. PLEASE REFER TO SHEETS -- - -- FOR STRIPING PLANS.

4. THE CONTRACTOR SHALL REMOVE EXISTING STRIPING AS NEEDED PRIOR TO PLACEMENT OF OVERLAYS AND MICRO-SURFACINGS.

5. NOT ALL UTILITIES ARE SHOWN ON PLANS. CONTRACTOR SHALL TIE DOWN EXISTING UTILITIES PRIOR TO OVERLAY OR REMOVE AND REPLACE WORK.

6. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (811) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF OF CONSTRUCTION TO ALLOW

UTILITY OWNER TO MARK THE LOCATION OF THEIR RESPECTIVE UNDERGROUND FACILITIES/UTILITIES, PUBLIC OR PRIVATE, SHOWN OR NOT ON THESE PLANS.

7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS TO COMPLETE WORK.

8. FOR AREAS TO BE REMOVED & REPLACED, THE CONTRACTOR SHALL ONLY REMOVE MATERIAL QUANTITIES THAT CAN BE REPLACED DURING THE SAME WORK DAY.

9. THE CONTRACTOR SHALL CONTACT THE ENGINEER AT LEAST TWO (2) WORKING DAYS

PRIOR TO THE COMMENCEMENT OF PAVING TO ALLOW THE ENGINEER TO MARK THE LIMITS OF PAVING AND LOCATIONS OF REMOVE & REPLACE AREAS.

10. CONTRACTOR SHALL DEVELOP AN HMA PAVING PLACEMENT PLAN THAT WILL ENSURE

THAT NO LONGITUDINAL JOINTS REMAIN UNFINISHED IN THE SAME DIRECTION BETWEEN WORK SHIFTS DURING FINISH COURSE PLACEMENT.

11. CONTRACTOR SHALL REMOVE ANY EXISTING ASPHALT MATERIAL FROM GUTTER PAN WITHIN PROJECT LIMITS; CONTRACTOR SHALL PROTECT EXISTING PCC FACILITIES.

12. CONTRACTOR SHALL PROTECT VERTICAL EDGES ON LIMITS OF WORK. ANY BROKEN EDGES SHALL BE RE-CUT TO PROVIDE CLEAN STRAIGHT LINE.

13. CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION WASTE IN A LEGAL MANNER.

CONSTRUCTION DRAWINGS
2023 PAVEMENT REHABILITATION PROJECT
FOR

VARIOUS STREETS

LOCATION PLAN

NOT TO SCALE
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
CHARLES W. EBELING, PE, TE - PUBLIC WORKS DIRECTORDATE

APPROVED

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_TITLE SHEET.DWG Plot Date: 12/14/2023 1:49 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

TITLE SHEET

SHEET INDEX
SHEET

NUMBER SHEET DESCRIPTION BASE BID /

ALTERNATE
1 TITLE SHEET -
2 - 3 TYPICAL SECTIONS & DETAILS -
4 - 13 CATHEDRAL OAKS ROAD
(WINCHESTER CANYON ROAD TO EVERGREEN DRIVE)
BASE BID14 - 15 PHELPS ROAD
(PACIFIC OAKS ROAD TO STORKE ROAD)
16 COLUSA DRIVE
(CALLE REAL TO DEL NORTE DRIVE)
17 COVINGTON NEIGHBORHOOD
(CAROLDALE LANE, CAROLDALE PLACE) BID ALTERNATE
18 - 21 HOLLISTER AVENUE
(WEST END TO CATHEDRAL OAKS ROAD) BID ALTERNATE
2 - 2 STORKE ROAD
(HOLLISTER AVENUE TO US 101 ON-RAMP) BID ALTERNATE
25 PADOVA DRIVE
(ALPINE DRIVE TO ALAMEDA AVENUE) BID ALTERNATE E
26 - 27 NEWPORT DRIVE NEIGHBORHOOD
(NEWPORT DRIVE, PALOS VERDES DRIVE) BID ALTERNATE F
28 - 29 NORTH FAIRVIEW AVENUE
(US 101 ON-RAMP TO BERKELEY ROAD) BID ALTERNATE G
30 - 31 CALLE REAL
(NORTH FAIRVIEW AVENUE TO KINGSTON AVENUE) BID ALTERNATE H 2 DEARBORN PLACE
(900' SOUTH OF ARMITOS AVENUE TO NORTH END) BID ALTERNATE 33 PHELPS ROAD
(STORKE ROAD TO CUL-DE-SAC) BID ALTERNATE J
34 SAN MATEO AVENUE
(CALLE REAL TO MADERA DRIVE) BID ALTERNATE K
35 MENDOCINO DRIVE
(CALLE REAL TO NORTH END) BID ALTERNATE L
36 - 37

TREE ROOT REPAIRS
(VIA BOLZANO, BERKELEY ROAD, LA PATERA PLACE,

AVENIDA GARZA)

BID ALTERNATE M
38 STORKE ROAD
(BOLLAY DRIVE TO HOLLISTER AVENUE) BID ALTERNATE N
39 ORANGE AVENUE PARKING LOT BID ALTERNATE O
43 - 60 ENLARGEMENTS -
61 CURB RAMP SUMMARY TABLE -
-- - -- STRIPING PLANS -
16 TYPICAL SECTIONS &

DETAILS
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

REHABILITATION PROJECT
17'
KEYCUT - TYPE A1

LONGITUDINAL KEYCUT
NTS
6'
KEYCUT - TYPE B1

TRANSVERSE KEYCUT
NTS
EX. CURB
& GUTTER

0.17'
REMOVE EX.

PAVEMENT
EX. PAVEMENT OR
SWALE

0.17'EX. PAVEMENT SURFACE
REMOVE EX.

PAVEMENT
EX. PAVEMENT SURFACE
15'
KEYCUT - TYPE A2

LONGITUDINAL KEYCUT
NTS
6'
KEYCUT - TYPE B2

TRANSVERSE KEYCUT
NTS
EX. CURB
& GUTTER

0.15'
REMOVE EX.

PAVEMENT
EX. PAVEMENT OR
SWALE

0.15'EX. PAVEMENT SURFACE
REMOVE EX.

PAVEMENT
EX. PAVEMENT SURFACE
NTS
TYPICAL SECTION NO. 1

0.25' 0.25'
6'
KEYCUT A1
6'
KEYCUT A1

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0" THICKNESS, 3" FROM
GUTTER LIP (TYP.)

0.17'0.17'

0.17' SURFACE COURSE
1/2" RHMA-G (PG 64-16)

0.04' LEVELING COURSE
3/8" HMA-SP50 (PG 64-10)

R&R (SEE PLAN FOR

LOCATION & DEPTH)
NTS
TYPICAL SECTION NO. 2

0.25'

R&R (SEE PLAN

FOR LOCATION
& DEPTH)
COLD PLANE 0.25'

EXISTING SECTION

0.17' SURFACE COURSE
1/2" RHMA-G (PG 64-16)

0.08' BASE COURSE
3/8" HMA-SP50 (PG 64-10)
11'

NORTHBOUND
2 LANE
NTS
TYPICAL SECTION NO. 4

0.25' 0.25'
6'
KEYCUT A2
6'
KEYCUT A2

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0" THICKNESS, 3" FROM
GUTTER LIP (TYP.)

0.15'0.15'

0.15' SURFACE COURSE 1/2"
RHMA-G (PG 64-16)

0.04' LEVELING COURSE
3/8" HMA-SP50 (PG 64-10)R&R (SEE PLAN

FOR LOCATION
& DEPTH)
NTS
TYPICAL SECTION NO. 5
6'
KEYCUT A1
13'

EASTBOUND LANE

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0" THICKNESS, 3" FROM
GUTTER LIP (TYP.)

0.17'0.17'

0.17' SURFACE COURSE
1/2" RHMA-G (PG 64-16)
R&R 0.42'
HMA-SP-85
MEDIAN
(VARIES)

0.25'
6'
KEYCUT A1
NOTES:

1. THE REMOVE & REPLACE WORK IN THE EASTBOUND LANE WILL BE PAID UNDER TWO SEPARATE BID ITEMS; R&R 0.42' HMA AND KEYCUT TYPE A1.

THE KEYCUT PAY ITEM IS TO ACCOUNT FOR THE ADDITIONAL REMOVAL AND DISPOSAL OF MATERIAL.

0.04' LEVELING COURSE
3/8" HMA-SP50 (PG 64-10)

0.25'
TYPICAL SECTION NO. 6
NTS
CONSTRUCTION SEQUENCE:

1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 1.0'.

2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 0.63'.

3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 1.13'; REGRADE ROADWAY SURFACE TO 2-5% CROSS SLOPE.

4. PLACE 0.25' HMA-SP65 BASE COURSE.

5. PLACE 0.21' HMA-SP65 INTERMEDIATE COURSE.

6. PLACE 0.17' RHMA-G SURFACE COURSE.
.63'
PULVERIZE EX. PAVEMENT LIME/CEMENT SOIL TREATMENT;
& UNDERLYING AGG. BASE

REMOVE & DISPOSE OF

PULVERIZED MAT'L
REGRADE SURFACE TO 2-5% CROSS SLOPE

1.13'

1.0'

ALTERNATIVE PAVEMENT EDGE
TYPICAL SECTION NO. 6
TYPE A

HMA DIKE

0.25' BASE COURSE
1/2" HMA-SP65 (PG 64-10)

0.17' SURFACE COURSE
1/2" RHMA-G (PG 64-16)

0.21' INTERMEDIATE COURSE
1/2" HMA-SP65 (PG 64-10)
NTS
TYPICAL SECTION NO. 7

0.25' 0.25'
6'
KEYCUT A2
6'
KEYCUT A2

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0' THICKNESS, 0.25' FROM
GUTTER LIP (TYP.)

0.15'0.15'

0.15' SURFACE COURSE 1/2"
RHMA-G (PG 64-16)

0.06' LEVELING COURSE
3/8" HMA-SP50 (PG 64-10)R&R (SEE PLAN

FOR LOCATION
& DEPTH)
TYPICAL SECTION NO. 8
NTS
CONSTRUCTION SEQUENCE:

1. COLD PLANE 0.67' EXISTING SECTION.

2. PLACE 0.25' HMA-SP85 BASE COURSE.

3. PLACE 0.25' HMA-SP85 INTERMEDIATE COURSE

4. PLACE 0.17' RHMA-G SURFACE COURSE.

0.25' BASE COURSE
1/2" HMA-SP85 (PG 64-10)COLD PLANE 0.67'

EXISTING SECTION

0.25' INTERMEDIATE COURSE
1/2" HMA-SP85 (PG 64-10) 0.17' SURFACE COURSE
1/2" RHMA-G (PG 64-16)
TYPICAL SECTION NO. 9
NTS
CONSTRUCTION SEQUENCE:

1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 1.0'.

2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 0.63'.

3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 1.25'; REGRADE ROADWAY SURFACE TO 2-5% CROSS SLOPE.

4. PLACE 0.25' HMA-SP65 BASE COURSE.

5. PLACE 0.21' HMA-SP65 INTERMEDIATE COURSE.

6. PLACE 0.17' RHMA-G SURFACE COURSE.

0.63"
PULVERIZE EX. PAVEMENT LIME/CEMENT SOIL TREATMENT;
& UNDERLYING AGG. BASE

REMOVE & DISPOSE OF

PULVERIZED MAT'L
REGRADE SURFACE TO 2-5% CROSS SLOPE

1.25'

0.25' BASE COURSE
1/2" HMA-SP65 (PG 64-10) 0.17' SURFACE COURSE
1/2" RHMA-G (PG 64-16)

0.21' INTERMEDIATE COURSE
1/2" HMA-SP65 (PG 64-10)
1'
MEDIAN
WIDTH
(VARIES, SEE
PLANS)
5'

BIKE LANE

0.67'
NTS

REMOVE & REPLACE HMA (VARIOUS DEPTHS)
W
(PAVEMENT

REMOVAL)
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN .13' OF MATERIAL, SUBGRADE SHALL BE
RECOMPACTED TO 95% R.C.

2. ALL COURSES SHALL CONSIST OF HMA-SP-85 (PG 64-10).

3. FOR 0.33', 0.42' OR 0.5' REMOVE & REPLACE, HMA MAY BE REPLACED IN

A SINGLE LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY (TYPICAL SECTION NOS 1, 4, 5 & 7).

4. IN AREAS WHERE REMOVE & REPLACE OCCURS BENEATH A KEYCUT, THE 0.33', 0.42' OR 0.5' REMOVE & REPLACE SHALL BE PERFORMED AFTER THE KEYCUT, AND SHALL EXTEND 0.33', 0.42' OR 0.5',

RESPECTIVELY, BELOW THE COLD-PLANED SURFACE (NOT THE
ORIGINAL PAVEMENT SURFACE PRIOR TO COLD-PLANING).

EX, PAVEMENT, GUTTER

LIP OR SPANDREL

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
SEE NOTE 1 Y (INTERMEDIATE COURSE)

0.33'

0.42'

0.5'

0.58'

0.67'

0.75'

0.17'

0.25'

0.33'

0.25'

0.25'
0'
0'
0'
0'

0.25'

0.17'.

0.17'

0.25'

0.17'

0.25'

X (BASE COURSE)

Z (SURFACE COURSE)

DEPTH MEASUREMENTS
XYZW

0.29'

0.42'

R&R (SEE PLAN

FOR LOCATION
& DEPTH)
11'

NORTHBOUND
2 LANE
3' +/-

BIKE LANE
11'

NORTHBOUND
1 LANE

TWO-WAY LEFT

TURN LANE
11'

SOUTHBOUND
1 LANE
11'

SOUTHBOUND
2 LANE
3' +/-

BIKE LANE
R&R 0.25'
1/2" HMA-SP-85 (PG 64-10)

TAPER COLD PLANE
FROM .13' TO 0'

0.29'

0.42'

0.08' LEVELING COURSE
3/8" HMA-SP50 (PG 64-10)

0.21' SURFACE COURSE
1/2" RHMA-G (PG 64-16)
NTS
TYPICAL SECTION NO. 3

PAVEMENT TRANSITION
NTS
25'

0.25' 0.29'

0.08' LEVELING COURSE
3/8" HMA-SP50 (PG 64-10) 0.21' SURFACE COURSE
1/2" RHMA-G (PG 64-16)

0.08' LEVELING COURSE
3/8" HMA-SP50 (PG 64-10)

TYPICAL

SECTION
NO. 2
OR EXIST.

PAVEMENT

TYPICAL

SECTION
NO. 3
EX. PAVEMENT

SURFACE

REMOVE PAVEMENT
EX. PAVEMENT SURFACE
TYPICAL SECTION NO. 10
NTSCONSTRUCTION SEQUENCE:

1. COLD PLANE 0.13' BETWEEN SB NO. 2 LANE AND NB NO. 2 LANE.

2. TAPER COLD PLANE FROM 0.13' AT NO. 1 LANES IN EACH DIRECTION TO 0' AT EDGE OF GUTTER.

3. COLD PLANE 0.29' EXISTING SECTION.

4. PLACE 0.08' HMA-SP50 LEVELING COURSE.

5. PLACE 0.21' RHMA-G SURFACE COURSE.

CONSTRUCTION SEQUENCE:

1. COLD PLANE 0.25' EXISTING SECTION.

2. PLACE 0.08' HMA-SP65 BASE COURSE.

3. PLACE 0.17' RHMA-G SURFACE COURSE.

XXXXXXX
EX. FENCE (PROTECT

IN PLACE)
TYPICAL SECTION NO. 11
NOTES:

1. LOWER ALL UTILITIES PRIOR TO COLD PLANE AND DIGOUTS.

2. ADJUST ALL UTILITIES TO FINISH GRADE AFTER PLACEMENT OF SURFACE COURSE.

NOTES:

1. LOWER ALL UTILITIES PRIOR TO COLD PLANE.

2. ADJUST ALL UTILITIES TO FINISH GRADE AFTER
PLACEMENT OF SURFACE COURSE.

0.17' MAINTENANCE OVERLAY
3/8" HMA-SP50 (PG 64-10)
2' TO 2.5' +/-
R&R 0.33' HMA EX. PAVEMENT SURFACE
EX. PCC CURB
(PROTECT IN PLACE)

TACK COAT & PAVE

AGAINST CURB FACE
(ORANGE AVENUE PARKING LOT)COLD PLANE 0.13'

TAPER COLD PLANE
FROM 0.13' TO 0'

0.17' SURFACE COURSE
1/2" RHMA-G (PG 64-16)

0.17'
COLD PLANE 0.17'
EXISTING SECTION 0.17' SURFACE COURSE
1/2" RHMA-G (PG 64-16)

SHOULDER BACKING

PER DETAIL
COLD PLANE 0.29'
17 TYPICAL SECTIONS &

DETAILS
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

REHABILITATION PROJECT

REMOVE & REPLACE DEAD END SIGNS
& BARRICADE PER COUNTY OF SANTA
BARBARA STANDARD DRAWING 7-020
1 1

REGRADE TO
1:1 SLOPE

DEAD END SIGNS & BARRICADE DETAIL
NTS

CLEAR LOOSE DEBRIS

OFF PAVEMENT
NTS
TRANSITION EX. CURB &

GUTTER TO ROLLED CURB

1. FLOW LINE GRADIENT SHALL BE MAINTAINED. ROLLED CURB SHALL BE CONSTRUCTED BASED OFF OF FLOW LINE ELEVATION.

2. CONTROL JOINTS SHALL BE @ 10' O.C. MAX. SEE SPECIFICATIONS FOR REQUIREMENTS.

3. ROLLED CURB EXCAVATION SUBGRADE SHALL BE SCARIFIED 6" AND COMPACTED TO MIN. 90% R.C.

4. 6" CLASS II AGG. BASE SHALL BE COMPACTED TO MIN. 90% R.C.

NTS

ROLLED CURB DETAIL
6" CLASS II AGG. BASE

BACKFILL, REGRADE &

LANDSCAPE

RESTORATION
EX. PAVEMENT
1-1/2"
3"13"18"
R=1/2"

BEGINNING OF

ROLLED CURB

TRANSITION AREA

MAINTAIN FLOW

LINE GRADIENT

TOP OF CURB

TOP OF CURB
EX. CURB
& GUTTER

GUTTER LIP

BACKFILL, REGRADE &

LANDSCAPE RESTORATION
NOTES:

1. MAINTAIN EX. PAVEMENT EDGE @ LIP OF GUTTER.

FLOW LINE
6"
6" 7-1/2"
3' NEW ROLLED CURB
EX. CURB & GUTTER
NTS
PCC MEDIAN CURB TYPE 1
R=1/2"
(TYP.)

PROPOSED SURFACE
1"6"
12"
8-1/2"

EXISTING CURB

1. SEE SHEETS 14 - 15 FOR CURB LOCATIONS.

2. PCC MEDIAN CURB TYPE 1 SHALL BE CONSTRUCTED AS INDICATED BELOW AND PER COUNTY OF SANTA BARBARA STANDARD DRAWING 4-030 (DATED JANUARY 2011).

3. EXPOSED CURB FACE SHALL BE 6" AFTER PROPOSED OVERLAY IS PLACED.

4. CONTROL JOINTS @ 10' O.C. MAX.

5. SUBGRADE SHALL BE SCARIFIED 6" AND COMPACTED TO MIN. 90% R.C.

6. CONTRACTOR MAY ELECT TO OVER-EXCAVATE 6" AND REPLACE WITH 3/4-INCH CRUSHED ROCK OR CLASS II AGG. BASE. BOTTOM OF

OVER-EXCAVATION SHOULD BE FIRM AND UNYIELDING, LEVEL AND FREE OF LOOSE DEBRIS. 3/4-INCH CRUSHED ROCK SHOULD BE CONSOLIDATED IN PLACE, OR CLASS II AGG. BASE SHOULD BE COMPACTED TO MIN. 90% R.C.

ENGINEER SHALL CONFIRM IF OVER-EXCAVATION SHOULD BE PERFORMED.

EXISTING

SURFACE
TYPICAL SECTION NO. 5
(SEE SHEET 2)
6"
R=1/2"
(TYP.) 1"6"
21"
6"
NTS
PCC MEDIAN CURB TYPE 2

BOTTOM OF PROPOSED

REHABILITATED PAVEMENT SECTION

SCARIFY & RECOMAPCT SUBGRADE

PROPOSED SURFACE
6"

CONSTRUCTION NOTES
R=8"
R=9"

SCARIFY &

RECOMAPCT

SUBGRADE

CONSTRUCTION NOTES
SEE NOTES 5 & 6

1. SEE SHEETS 6 & 8 - 13 FOR CURB LOCATIONS.

2. PCC MEDIAN CURB TYPE 2 SHALL BE CONSTRUCTED AS INDICATED BELOW AND PER COUNTY OF SANTA BARBARA STANDARD DRAWING 4-030 (DATED JANUARY 2011).

3. CONTROL JOINTS @ 10' O.C. MAX.

4. SUBGRADE SHALL BE SCARIFIED 6" AND COMPACTED TO MIN. 90% R.C.

5. CONTRACTOR MAY ELECT TO OVER-EXCAVATE 6" AND REPLACE WITH 3/4-INCH CRUSHED ROCK OR CLASS II AGG. BASE. BOTTOM OF

OVER-EXCAVATION SHOULD BE FIRM AND UNYIELDING, LEVEL AND FREE OF LOOSE DEBRIS. 3/4-INCH CRUSHED ROCK SHOULD BE CONSOLIDATED IN PLACE, OR CLASS II AGG. BASE SHOULD BE COMPACTED TO MIN. 90% R.C.

ENGINEER SHALL CONFIRM IF OVER-EXCAVATION SHOULD BE PERFORMED.

CONSTRUCTION NOTES
GENERAL HMA & PCC CONSTRUCTION NOTES:

1. PRIOR TO INSTALLATION OF NEW CONCRETE FACILITIES, CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE FOR TRIMMING OR REMOVAL OF PRIVATE LANDSCAPE PLANTINGS. NO PLANT MATERIAL SHALL BE ALTERED OR OTHERWISE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY.

2. CURB RAMP SHALL BE CONSTRUCTED BASED ON CALTRANS 2018 STANDARD PLANS A88A & A88B AND THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG). REFER TO STANDARD PLANS A88A & A88B FOR ADDITIONAL DETAILS & INFORMATION.

3. CONCRETE FACILITIES SHALL BE CONSTRUCTED PER THE SEPTEMBER 2011 EDITION OF THE SANTA BARBARA COUNTY STANDARD DETAILS (UNLESS OTHERWISE INDICATED):
x CURB & GUTTER* . . . . . . . . . . . . . . . . . . . . . . . . . #4-030 & 4-045 x SIDEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4-045, 5-010 & 5-040 x TYPE A CURB . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4-030 x CROSS-GUTTER & SPANDREL . . . . . . . . . . . . . . #4-020 x SIDEWALK UNDERDRAIN . . . . . . . . . . . . . . . . . . #3-060 x MEDIAN STRIPS . . . . . . . . . . . . . . . . . . . . . . . . . . . #4-035 *CURB & GUTTER WIDTH SHALL WIDEN TO A 24" GUTTER PAN IN FRONT OF CURB RAMP LANDING THEN TAPER BACK TO THE ORIGINAL WIDTH UNLESS OTHERWISE NOTED ON PLANS.

5. PCC SIDEWALKS AND CURB RAMPS SHALL BE MIN. 6" THICK.

6. ALL FACES OF NEW OR RECONSTRUCTED CURBS SHALL BE MIN. 6".

7. REMOVE & REPLACE SIDEWALK UNDERDRAIN COVER PER CITY OF SANTA BARBARA STANDARD DRAWING D-05.2 (DATED NOVEMBER 2012).

8. CONSTRUCT TYPE A HMA DIKE PER CALTRANS STANDARD PLAN A87B OF THE 2018 STANDARD PLANS & DETAILS FOR HMA DIKES.

9. ALL SAWCUTTING THROUGH CONCRETE & ASPHALT PAVEMENT SHALL BE SQUARE AND EXTEND FULL-DEPTH OF THE MATERIAL. SAWCUTS IN CONCRETE SHALL ALWAYS BE ON AN EXISTING JOINT LINE UNLESS OTHERWISE ALLOWED BY THE CITY'S REPRESENTATIVE PRIOR TO CUTTING. ANY CHIPPED, BROKEN OR OTHERWISE IRREGULAR CONCRETE OR ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT AS DIRECTED BY THE CITY'S REPRESENTATIVE PRIOR TO REPLACING CONCRETE OR HOT-MIX ASPHALT MATERIAL.

10. NEW CONCRETE FACILITIES SHALL BE DOWELED & EPOXIED TO EX. CONCRETE USING 18" #4 BARS SPACED @ 12" O.C. MAX. NEAREST DOWEL TO OUTERMOST FACE OF CONCRETE SHALL BE NO CLOSER THAN 3" UNLESS OTHERWISE DIRECTED BY CITY REPRESENTATIVE.

11. HMA REPLACEMENT AGAINST NEW CONCRETE SHALL EXTEND THE MINIMUM DISTANCE FROM THE EDGE OF THE CONCRETE AS SHOWN ON THE PLANS, AND EXTEND TO A DEPTH OF 6" OR MATCH EX., WHICHEVER IS GREATER.

12. PAINTED LINES & LEGENDS SHOWN IN ENLARGEMENTS REPRESENT EXISTING & MAY CHANGE AS DIRECTED BY CITY REPRESENTATIVE.

13. SEVERAL REMOVE & REPLACE AREAS WITHIN THE PAVEMENTS INCLUDE PRUNING & REMOVING EXISTING TREE ROOTS. IN ADDITION, THE CONTRACTOR SHALL ANTICIPATE PRUNING & REMOVING EX. TREE ROOTS AT ALL CONCRETE FACILITIES TO BE CONSTRUCTED OR REMOVED & REPLACED. NO TREE ROOTS SHALL BE CUT WITHOUT PRIOR REVIEW AND APPROVAL BY CITY ARBORIST.

14. TREE CANOPIES SHALL BE TRIMMED AS NEEDED TO PROVIDE AT LEAST 15' OF CLEARANCE ABOVE ROADWAY SURFACES. TREE CANOPIES SHALL NO T BE TRIMMED WITHOUT PRIOR REVIEW AND APPROVAL BY CITY ARBORIST.

15. LANDSCAPE RESTORATION SHALL CONSIST OF SALVAGING & REPLACING LANDSCAPING MATERIALS BEHIND NEW CONCRETE CONSTRUCTION. THESE MATERIALS MAY INCLUDE BUT ARE NOT LIMITED TO: BARK MULCH, DECORATIVE ROCK, COBBLE OR BOULDERS, CONCRETE PAVERS, BRICK, TURF, & DECORATIVE EDGING. CONTRACTOR SHALL DISTURB EX. LANDSCAPE MATERIALS TO THE MINIMUM AMOUNT POSSIBLE DURING DEMOLITION, LAYOUT & CONSTRUCTION OF RAMPS. WHERE MATERIALS MUST BE DISTURBED OR REMOVED, CONTRACTOR SHALL CAREFULLY SALVAGE & STORE ON-SITE SAID MATERIALS UNTIL CURB RAMP CONSTRUCTION IS APPROVED BY THE CITY'S REPRESENTATIVE, AFTER WHICH SALVAGED MATERIALS SHALL BE RESTORED TO THEIR ORIGINAL PLACEMENT & CONDITION. IF EXISTING MATERIALS CANNOT BE SALVAGED, CONTRACTOR SHALL PROCURE & INSTALL W/SAME MATERIALS.

16. LANDSCAPE RESTORATION MAY ALSO INCLUDE REPAIR OR REPLACEMENT OF DAMAGED IRRIGATION FACILITIES CAUSED BY THE CONTRACTOR'S EFFORTS. CONTRACTOR SHALL EXERCISE REASONABLE CAUTION DURING DEMOLITION & CONSTRUCTION TO AVOID DAMAGING IRRIGATION DRIPLINES, LATERAL LINES, VALVES, POP-UP SPRINKLERS, ETC. ANY DAMAGED IRRIGATION FACILITIES SHALL BE REPAIRED OR RESTORED TO WORKING ORDER TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE.

17. ALL EXISTING FACILITIES ADJACENT TO ZONE OF CONSTRUCTION SHALL BE PROTECTED AT ALL TIMES BY THE CONTRACTOR TO AVOID DAMAGE T O SAID FACILITIES. IF IT IS THE CONTRACTOR'S OPINION THAT ITEM(S) CANNOT BE PROTECTED IN PLACE DURING THE WORK, CONTRACTOR SHALL NOTIFY THE CITY'S REPRESENTATIVE IN ADVANCE OF STARTING THE WORK. ANY ITEMS WHICH ARE TEMPORARILY RELOCATED TO AVOID DAMAGE SHALL BE REPLACED TO THEIR ORIGINAL LOCATION & CONDITION AT THE COMPLETION OF THE WORK. ANY FACILITIES WHICH ARE FOUND TO BE MISSING OR DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S SOLE EXPENSE & TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE.

18. EXISTING UTILITIES WITHIN AREA OF WORK SHALL BE ADJUSTED TO FINISHED GRADE UNLESS OTHERWISE INDICATED.

19. NOTIFY ENGINEER OF RECORD IF DISCREPANCIES ARE FOUND BETWEEN PRIOR TO CONTINUATION OF WORK.

20. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP LANDING SHALL NOT BE STEEPER THAN 5%.

NTS

SHOULDER BACKING DETAIL

SEE SPECIFICATIONS

FOR SHOULDER
BACKING MATERIAL EXIST. SURFACE

NEW HMA

OVERLAY

PLACE SHOULDER BACKING

AFTER COMPLETION OF HMA

SURFACING

4.0'-0"

3.0'-0"

2.0'-0"

1.0'-0"

0.25'-0.33'

0.17'-0.25'

0.08'-0.17'
0'-0.08'
H Y

DIMENSION

SCHEDULE
H
Y

1.5'
1' 9.5'
VARIES
(SEE NOTE 1)
VARIES
(SEE NOTE 1)

1.5'5.5'1.5'
12'

DIRECTION

OF TRAVEL

DIRECTION

OF TRAVEL

EDGE OF PAVEMENT

CURB AND GUTTER

SIDEWALK

EDGE OF PAVEMENT

CURB AND GUTTER

SIDEWALK

PLAN VIEW

CROSS SECTION VIEW
SEE SHEET 60 FOR

SPEED HUMP STRIPING
1' CUT THROUGH W/

WHITE PAINT STRIPING

0.25"

SPEED LUMP
MAX AGGREGATE SIZE = 3/8"

EXISTING PAVEMENT
EX. PAVEMENT EDGE
EX. BASE

TACK COAT

EDGE OF PAVEMENT

5.5' 1.5'

0.25"SEE

DETAIL A
1' 1'
1' 3"
12" TAPERED

TYPICAL

DETAIL A
NOTES:

1. AVERAGE WIDTH OF PADOVA DRIVE IS
37' EXCLUDING CURB AND GUTTER.

SPEED HUMP DETAIL
ȭ
ȭ
NTS
ȭ

XXXXXXX
18" MIN.

EX. FENCE (PROTECT

IN PLACE)
2" X 4 " HEADERBOARD

PAVEMENT
(DEPTH PER PLAN)

SEE NOTE
(2 EA)-12d BOX
HOT DIP GALV.

NAILS @ EA STAKE
NOTE
2" x 4" x 18" MIN. STAKES @ 32" O.C. &
2" x 6" x 18" MIN. STAKES @ HEADERBOARD JOINTS
NTS
2x4 HEADERBOARD DETAIL
1/2"
MAX.

CALTRANS ROW
FINISH

SURFACE

BOLLARD DETAIL
NTS
36" MIN.

CONCRETE

FOOTING
3" MIN. 18" MIN.
48"
6" Ø PIPE BOLLARD
FILLED W/CONCRETE;

YELLOW BOLLARD
PROTECTOR W/2 RED

REFLECTIVE STRIPES
18 SEE SHEET 53 FOR CURB

RAMP ENLARGEMENT

REMOVE & REPLACE TYPE A HMA DIKE
(~1,221LF)
TYPICAL SECTION NO. 6

WINCHESTER CANYON ROAD
SEE SHEET 53 FOR CURB

RAMP ENLARGEMENT
48 49

REMOVE & REPLACE TYPE A HMA DIKE
(~1,221LF) CONT.

TYPICAL SECTION NO. 6
71+00
72+00
73+00
74+00
75+00
76+00
77+00

GERARD DRIVE
50 51
C46
C47
1 1

WINCHESTER

CANYON RD

BRANDON DR

GERARD DR
PASEO

DEL PINON

CALLE REAL

PADOVA DR

CATHEDRAL OAKS RD

EVERGREEN DR

SALISBURY AVE

CATHEDRAL OAKS RD

FOREST DR

SPRUCE DR

CARLISLE WAY

SAN MILANO DR
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND IS SUBJECT TO CHANGE. SEE SHEETS 81 - 83 FOR STRIPING PLANS.

CONSTRUCTION NOTES:

LOWER ALL UTILITY LIDS WITHIN PAVING LIMITS PRIOR TO PULVERIZATION.

CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE TO HAVE CITY ARBORIST ONSITE TO MONITOR WORK.
1 CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 1 & 8.DWG Plot Date: 12/14/2023 1:49 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

MATCHLINE - SEE ABOVE RIGHT
LEGEND

FULL DEPTH RECLAMATION

BORING LOCATION

WATER VALVE

STORM DRAIN MANHOLE
XX
XX CURB RAMP REFERENCE NUMBER (SEE SHEET 61)

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C46 5-3/4" 8" -N
C47 5-1/2" 11" - N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

MATCHLINE - SEE SHEET
5 KEY MAP
NTS

MATCHLINE - SEE BELOW LEFT

CATHEDRAL OAKS ROAD

REMOVE & REPLACE TYPE A HMA DIKE

CATHEDRAL OAKS ROAD
(WINCHESTER CANYON ROAD TO

EVERGREEN DRIVE)

BASE BID
EX. CONCRETE EDGE
EX. PAVEMENT EDGE
19 SEE SHEET 54 FOR CURB

RAMP ENLARGEMENT
TYPICAL SECTION NO. 6

REMOVE & REPLACE TYPE A HMA DIKE
(~1,107LF)
78+00
79+00
80+00
81+00
82+00
83+00
84+00

ELLWOOD CANYON ROAD
SEE SHEET 54 FOR CURB

RAMP ENLARGEMENT
C48

WINCHESTER

CANYON RD

BRANDON DR

GERARD DR
PASEO

DEL PINON

CALLE REAL

PADOVA DR

CATHEDRAL OAKS RD

EVERGREEN DR

SALISBURY AVE

CATHEDRAL OAKS RD

FOREST DR

SPRUCE DR

CARLISLE WAY

SAN MILANO DR

REMOVE & REPLACE TYPE A HMA DIKE
(~1,107LF) CONT.
+00
85+00
86+00
87+00
88+00
89+00
90+00
TYPICAL SECTION NO. 6
PROTECT EX.

BOLLARD IN PLACE
C49

REMOVE & REPLACE TYPE A HMA DIKE
(~93LF)
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND IS SUBJECT TO CHANGE. SEE SHEETS 81 - 83 FOR STRIPING PLANS.

CONSTRUCTION NOTES:

LOWER ALL UTILITY LIDS WITHIN PAVING LIMITS PRIOR TO PULVERIZATION.

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 1 & 8.DWG Plot Date: 12/14/2023 1:49 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

MATCHLINE - SEE SHEET
4 LEGEND

FULL DEPTH RECLAMATION

BORING LOCATION

WATER VALVE

STORM DRAIN MANHOLE
XX

XX CURB RAMP REFERENCE NUMBER (SEE APPENDIX A)

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C48 5-1/2" 10" -N
C49 5-1/2" 10" -N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

MATCHLINE - SEE BELOW LEFT

KEY MAP
NTS

MATCHLINE - SEE ABOVE RIGHT

CATHEDRAL OAKS ROAD

REMOVE & REPLACE TYPE A HMA DIKE
BOLLARD (EX.)

CATHEDRAL OAKS ROAD
(WINCHESTER CANYON ROAD TO

EVERGREEN DRIVE)

BASE BID
EX. CONCRETE EDGE
EX. PAVEMENT EDGE

MATCHLINE - SEE SHEET
6 20

PASEO DEL PINON
91+00 92+00 93+00 94+00 95+00 96+00
SEE SHEET 55 FOR CURB

RAMP ENLARGEMENT
SEE SHEET 55 FOR CURB

RAMP ENLARGEMENT
C67
R&R PCC MEDIAN CURB TYPE 2;
SEE SHEETS 8 - 13 FOR MEDIAN

RECONSTRUCTION INFORMATION
1 1
7271
97+00 98+00 99+00 100+00 101+00 102+00 103+00
R&R PCC MEDIAN CURB TYPE 2;
SEE SHEETS 8 - 13 FOR MEDIAN

RECONSTRUCTION INFORMATION

BRANDON DRIVE

REMOVE & REPLACE TYPE A HMA DIKE
(~888LF)
TYPICAL SECTION NO. 6
30'
C66
C68
R&R 0.50' HMA
R&R PCC MEDIAN CURB TYPE 2;
SEE SHEETS 8 - 13 FOR MEDIAN

RECONSTRUCTION INFORMATION
2 1
2 WINCHESTER

CANYON RD

BRANDON DR

GERARD DR
PASEO

DEL PINON

CALLE REAL

PADOVA DR

CATHEDRAL OAKS RD

EVERGREEN DR

SALISBURY AVE

CATHEDRAL OAKS RD

FOREST DR

SPRUCE DR

CARLISLE WAY

SAN MILANO DR
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND IS SUBJECT TO CHANGE. SEE SHEETS 83 - 85 FOR STRIPING PLANS.

CONSTRUCTION NOTES:

LOWER ALL UTILITY LIDS WITHIN PAVING LIMITS PRIOR TO PULVERIZATION.

CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE TO HAVE CITY ARBORIST ONSITE TO MONITOR WORK.

PROTECT IN PLACE ELECTRICAL VAULT DURING FULL DEPTH

RECLAMATION & ADJUST TO FINISHED GRADE AFTER PLACEMENT OF FINAL SURFACE COURSE. CONTRACTOR SHALL COORDINATE
ADJUSTMENTS WITH CITY & SOUTHERN CALIFORNIA EDISON.
1 2
TYPICAL SECTION NO. 6
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 1 & 8.DWG Plot Date: 12/14/2023 1:50 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

MATCHLINE - SEE BELOW LEFT

MATCHLINE - SEE ABOVE RIGHT

FULL DEPTH RECLAMATION

BORING LOCATION

WATER VALVE
XX

SANITARY SEWER MANHOLE

BLUE RETROREFLECTIVE PAVEMENT MARKER

ELECTRICAL VAULT
XX CURB RAMP REFERENCE NUMBER (SEE SHEET 61)

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C66 7-1/2" 8" -N
C67 6-1/2" 8" -N
C68 8-1/2" 7" - N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

MATCHLINE - SEE SHEET 7

KEY MAP
NTS
REMOVE & REPLACE 6" HMA

CATHEDRAL OAKS ROAD

CATHEDRAL OAKS ROAD
LEGEND

REMOVE & REPLACE TYPE A HMA DIKE
PCC CURB MEDIAN CURB TYPE 2

REMOVE PCC CURB, CONSTRUCT

CATHEDRAL OAKS ROAD
(WINCHESTER CANYON ROAD TO

EVERGREEN DRIVE)

BASE BID

REMOVE & REPLACER&R
EX. CONCRETE EDGE
EX. PAVEMENT EDGE
MATCHLINE - SEE SHEET 5
21 EVERGREEN DRIVE

REMOVE & REPLACE TYPE A HMA DIKE
(~888LF) CONT.
104+00 105+00 106+00 107+00 108+00 109+00
TYPICAL SECTION NO. 6
PROTECT EX. BOLLARDS, ROADSIDE

SIGNS, CURB RAMP, RECTANGULAR

RAPID FLASHING BEACON, & HMA

DIKES IN PLACE
C65

WINCHESTER

CANYON RD

BRANDON DR

GERARD DR
PASEO

DEL PINON

CALLE REAL

PADOVA DR

CATHEDRAL OAKS RD

EVERGREEN DR

SALISBURY AVE

CATHEDRAL OAKS RD

FOREST DR

SPRUCE DR

CARLISLE WAY

SAN MILANO DR
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND IS SUBJECT TO CHANGE. SEE SHEETS 83 - 85 FOR STRIPING PLANS.

CONSTRUCTION NOTES:

LOWER ALL UTILITY LIDS WITHIN PAVING LIMITS PRIOR TO PULVERIZATION.

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 1 & 8.DWG Plot Date: 12/14/2023 1:50 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT
LEGEND

FULL DEPTH RECLAMATION

BORING LOCATION

WATER VALVE
XX

SANITARY SEWER MANHOLE

BLUE RETROREFLECTIVE PAVEMENT MARKER
MATCHLINE - SEE SHEET 6

KEY MAP
NTS
ROADSIDE SIGN (EX.)
BOLLARD (EX.)
RECTANGULAR RAPID FLASHING BEACON (EX.)

CATHEDRAL OAKS ROAD

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C65 6-1/2" 16" -N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

REMOVE & REPLACE TYPE A HMA DIKE

CATHEDRAL OAKS ROAD
(WINCHESTER CANYON ROAD TO

EVERGREEN DRIVE)

BASE BID
EX. CONCRETE EDGE
EX. PAVEMENT EDGE
22 91+00
91+50
92+00
92+50
93+00
93+50
94+00
94+50
95+00
95+50
96+00
96+50
165
164
166
166
167
167
165
164
166
166
167
167
91+00
92+00
93+00
94+00
95+00
96+00
166'
166'
166'
166'
165'
165'
164'
164'
163'

PASEO DEL PINON
STA 90+85.09

LIMIT OF WORK
163'163
163
GB
REMOVE & REPLACE PCCMEDIAN CURB TYPE 2
Elevation
Station
160.00
165.00
170.00
160.00
165.00
170.00
90+75 91+00 92+00 93+00 94+00 95+00 96+00 96+75
EX. PAVEMENT

SURFACE

PROPOSED PAVEMENT

SURFACE

PROPOSED MEDIAN

CURB FACE
NEW
90+85
166.54
NEW
91+00
166.74
NEW
91+12
167.00
NEW
95+86
164.79
NEW
96+00
164.57
NEW
96+25
164.27
NEW
96+50
163.97
NEW
96+75
163.68
EX.
90+85
166.54
EX.
91+00
166.75
EX.
91+12
166.66

PROPOSED MEDIAN
EX.
95+86
164.42
EX.
96+00
164.26
EX.
96+25
163.97
EX.
96+50
163.70
EX.
96+75
163.40

PROPOSED MEDIAN

CURB FACE

PROPOSED PAVEMENT

SURFACE
MATCHLINE - STA 96+75 - SEE SHEET 9

CATHEDRAL OAKS ROAD - PLAN VIEW
1" = 20'

CATHEDRAL OAKS ROAD - CENTERLINE PROFILE VIEW
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 2'
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

PLAN AND PROFILE

CATHEDRAL OAKS

ROAD MEDIANS
23 Elevation
Station
155.00
160.00
165.00
155.00
160.00
165.00
96+75 97+00 98+00 99+00 100+00 101+00
EX. PAVEMENT

SURFACE

PROPOSED PAVEMENT

SURFACE

PROPOSED MEDIAN

CURB FACE

PROPOSED PAVEMENT

SURFACE
NEW
96+75
163.68
NEW
97+00
163.39
NEW
97+25
163.10
NEW
97+50
162.80
NEW
97+75
162.51
NEW
98+00
162.14 NEW
98+25
161.67 NEW
98+50
161.19
NEW
98+75
160.90
NEW
99+00
160.60
NEW
99+25
160.30
NEW
99+50
160.00
NEW
99+75
159.67
NEW
99+99
159.35 NEW
100+50
158.84
EX.
96+75
163.40
EX.
97+00
163.08
EX.
97+25
162.72
EX.
97+50
162.40
EX.
97+75
162.13
EX.
98+00
161.78
EX.
98+25
161.43
EX.
98+50
161.16
EX.
98+75
160.83
EX.
99+00
160.49
EX.
99+25
160.18
EX.
99+50
159.92
EX.
99+75
159.65
EX.
99+99
159.56 EX.
100+50
159.11 EX.
100+73
158.52
NEW
100+73
158.52

PROPOSED MEDIAN

CURB FACE PROPOSED MEDIAN
97+00
97+50
98+00
98+50
99+00
99+50
100+00
100+50
160
158
159
161
162
163
160
159
161
162
163
97+00
98+00
99+00
100+00
101+00
163'
163'
162'
162'
161'
161'
160'
160'
159'
158'
158'

BRANDON DRIVE
STA 100+73.40

LIMIT OF WORK

REMOVE & REPLACE PCC
MEDIAN CURB TYPE 2

REMOVE & REPLACE PCC
MEDIAN CURB TYPE 2
159'

CATHEDRAL OAKS ROAD - CENTERLINE PROFILE VIEW
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 2'
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT
MATCHLINE - STA 96+75 - SEE SHEET 8

CATHEDRAL OAKS ROAD - PLAN VIEW
1" = 20'

PLAN AND PROFILE

CATHEDRAL OAKS

ROAD MEDIANS
24 ȭ
91+00.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
91+50.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
92+00.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
92+50.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
93+00.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500-5-10-15-20-25-30-35-40-45-50 ȭ
93+50.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500-5-10-15-20-25-30-35-40-45-50

3.1%

2.7%
EOR, -40.22'
166.18
EOR, 39.86'
166.35
EOR, -40.24'
165.99
EOR, 39.88'
166.18
EOR, 39.90'
166.40
EOR, -40.23'
166.28
EOR, 39.99'
166.30
EOR, -40.35'
166.20
EOR, -40.29'
165.77
EOR, 40.01'
165.67
EOR, -40.32'
165.96
EOR, 40.01'
166.03

3.0%

2.2%

1.9%

2.0%

2.5%

3.2%

2.5%

2.2%

2.5%

3.1%
CROWN, -4.59'
166.86
EOR, -8.01'
167.00
EOR, 7.51'
167.00
EOR, -8.01'
167.00
EOR, 7.51'
167.00
EOR, -8.01'
167.00
EOR, 7.51'
167.00
EOR, -8.01'
167.00
EOR, 7.51'
167.00
EOR, -8.01'
167.00
EOR, 7.51'
167.00
PCC MEDIAN CURB TYPE 2 (TYP.)

PAVEMENT REHABILITATION
(TYPICAL SECTION NO. 6) (TYP.)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

CROSS SECTIONS

CATHEDRAL OAKS

ROAD MEDIANS

CATHEDRAL OAKS ROAD - CROSS SECTIONS
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
25 ȭ
94+00.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
94+50.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
95+00.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
95+50.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
96+00.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500-5-10-15-20-25-30-35-40-45-50 ȭ
96+50.00
160
165
170
175
160
165
170
175
0 5 10 15 20 25 30 35 40 45 500-5-10-15-20-25-30-35-40-45-50 EOR, 39.97'
163.00
EOR, -40.03'
162.71
EOR, -40.23'
163.36
EOR, 40.08'
163.61
EOR, -40.20'
164.61
EOR, 39.99'
164.75
EOR, -40.26'
163.99
EOR, 39.97'
164.17
EOR, 39.87'
165.38
EOR, -40.27'
165.21
EOR, 39.90'
165.85
EOR, -40.21'
165.71

3.6%

3.2%

3.3%

3.2%

2.4%

4.0%

3.6%

3.5%

3.6%
EOR, -8.01'
167.00
EOR, 7.51'
167.00
EOR, -8.01'
166.37
EOR, 7.51'
166.41
EOR, -8.01'
165.74
EOR, 7.51'
165.82
EOR, -8.01'
165.11
EOR, 7.45'
165.23
EOR, -8.01'
164.48
EOR, -2.32'
164.62
EOR, -8.01'
163.85
EOR, -2.49'
164.03
PCC MEDIAN CURB TYPE 2 (TYP.)

PAVEMENT REHABILITATION
(TYPICAL SECTION NO. 6) (TYP.)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

CROSS SECTIONS

CATHEDRAL OAKS

ROAD MEDIANS

CATHEDRAL OAKS ROAD - CROSS SECTIONS
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
26 ȭ
99+00.00
155
160
165
170
155
160
165
170
0 5 10 15 20 25 30 35 40 45 500-5-10-15-20-25-30-35-40-45-50 ȭ
97+00.00
155
160
165
170
155
160
165
170
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
97+50.00
155
160
165
170
155
160
165
170
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
98+00.00
155
160
165
170
155
160
165
170
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
98+50.00
155
160
165
170
155
160
165
170
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
99+50.00
155
160
165
170
155
160
165
170
0 5 10 15 20 25 30 35 40 45 500-5-10-15-20-25-30-35-40-45-50 EOR, -40.25'
159.62
EOR, -40.23'
159.03
EOR, 39.82'
159.43
EOR, 39.90'
160.74
EOR, -40.28'
160.23
EOR, 39.90'
161.13
EOR, -40.24'
160.84
EOR, -40.18'
162.10
EOR, 40.09'
162.57
EOR, -32.06'
162.06
EOR, 39.67'
161.73
EOR, 39.90'
160.06

2.0%

2.6%

2.8%

2.5%

2.6%

3.5%

2.9%

3.3%

2.4%

2.4%
EOR, -8.01'
163.22
EOR, -2.49'
163.44
CROWN, -4.19'
162.87
CROWN, 1.16'
162.20
EOR, 1.69'
161.23
EOR, 7.71'
161.53
EOR, 1.69'
160.64
EOR, 7.71'
160.90
EOR, 7.71'
160.28
EOR, 1.69'
160.04
PCC MEDIAN CURB TYPE 2 (TYP.)PAVEMENT REHABILITATION
(TYPICAL SECTION NO. 6) (TYP.)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

CROSS SECTIONS

CATHEDRAL OAKS

ROAD MEDIANS

CATHEDRAL OAKS ROAD - CROSS SECTIONS
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
27 ȭ
100+00.00
155
160
165
170
155
160
165
170
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 ȭ
100+50.00
155
160
165
170
155
160
165
170
0 5 10 15 20 25 30 35 40 45 500 -5-10-15-20-25-30-35-40-45-50 EOR, 39.95'
158.13
EOR, -40.31'
157.79
EOR, -40.27'
158.42
EOR, 39.86'
158.78

2.7%

1.9%

2.3%

2.6%
EOR, -0.13'
159.34
EOR, 7.71'
159.65
EOR, -1.93'
158.80
EOR, 1.33'
158.87
PCC MEDIAN CURB TYPE 2 (TYP.)
PAVEMENT REHABILITATION(TYPICAL SECTION NO. 6) (TYP.)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334-01_CATHEDRAL OAKS PLPR AND XSEC.DWG Plot Date: 12/14/2023 1:50 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

CROSS SECTIONS

CATHEDRAL OAKS

ROAD MEDIANS

CATHEDRAL OAKS ROAD - CROSS SECTIONS
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
28 PACIFIC OAKS ROAD
R&R 0.42' HMA
(~6'X6')
KEYCUT A1 (TYP.)
TYPICAL SECTION NO. 5
KEYCUT B1
33 C
32 34
35 R&R 0.42' HMA
(~12'X12')
R&R 0.42' HMA
(~3'X6')

(~6'X6')

R&R PCC MEDIAN

CURB TYPE I
(~846LF)
R&R 0.42' HMA
(~13'X2,244')
10+00 11+00 12+00 13+00 14+00 15+00 16+00
GIRSH PARK(ENTRANCE 1)
R&R 0.42' HMA
(~3'X20')

(~6'X15')
C38
2 2 2
2 R&R 0.42' HMA
(~3'X6')

(~6'X6')2
R&R 0.42' HMA
(~3'X6')

(~6'X6')2
R&R 0.42' HMA
(~3'X20')

(~6'X20')2

MILLS WAY

R&R PCC MEDIAN

CURB TYPE I
(~135LF)
C42
KEYCUT A1 (TYP.)
17+00 18+00 19+00 20+00
21+00
22+00
GIRSH PARK(ENTRANCE 2)
GIRSH PARK(ENTRANCE 3)
KEYCUT B1
R&R 0.42' HMA
(~13'X2,244')
CONT.

R&R 0.42' HMA
(~3'X20')

(~6'X20')
TYPICAL SECTION NO. 5

R&R PCC MEDIAN

CURB TYPE I
(~571LF)
38C
39 41
40 36 37
C39
R&R 0.42' HMA
(~12'X120')
2 2

STORKE RD

WHITMAN ST

MILLS WAY

PACIFIC

PHELPS RD

ARMSTRONG RD

PHELPS RD

OAKS RD

SANTA FELICIA DR

WHITTIER DR
CONSTRUCTION NOTES:

LOWER UTILITY PRIOR TO COLD PLANE FOR
KEYCUT AND/OR R&R.

CONTRACTOR SHALL COORDINATE WITH CITY

REPRESENTATIVE TO HAVE CITY ARBORIST
ONSITE TO MONITOR WORK.
1 STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 77 - 79 FOR
STRIPING PLANS.
2 MATCHLINE - SEE BELOW LEFT

MATCHLINE - SEE ABOVE RIGHT
LEGEND

BORING LOCATION
TYPE A1 KEYCUT

WATER VALVE

BLUE RETROREFLECTIVE PAVEMENT MARKER

REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)
XX

SANITARY SEWER MANHOLE
TYPE B1 KEYCUT

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C38 5" 7" 57 N
C39 5" 7" 56 N
C42 7" 15" -N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

XX CURB RAMP REFERENCE NUMBER (SEE SHEET 61)
C CURB RAMP CONFLICT (SEE SHEET 61)

REMOVE & REPLACER&R
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PHELPS ROAD.DWG Plot Date: 12/14/2023 1:50 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

STORM DRAIN MANHOLE

R PRUNE & REMOVE TREE ROOTS

MATCHLINE - SEE SHEET
15 KEY MAP
NTS

PHELPS ROAD

PHELPS ROAD
PCC MEDIAN CURB TYPE 1

REMOVE PCC CURB, CONSTRUCT

PHELPS ROAD
(PACIFIC OAKS ROAD TO STORKE ROAD)

BASE BID
EX. CONCRETE EDGE
29 R&R 0.42' HMA
(~6'X33')

WHITMAN STREET
C41
TYPICAL SECTION NO. 5
KEYCUT A1 (TYP.)
1 1 1
1 23+00
24+00
25+00
26+00
27+00
28+00
29+00

R&R PCC MEDIAN

CURB TYPE I
(~571LF)
GIRSH PARK(ENTRANCE 4)
GIRSH PARK(ENTRANCE 5)
R&R 0.42' HMA
(~13'X2,244')
CONT.

R&R PCC MEDIAN

CURB TYPE I
(~227LF)
KEYCUT B1 (TYP.)
42 43
45 44
46 C47
1 R&R 0.42' HMA
(~6'X13')
2 2
R&R 0.42' HMA
(~6'X6')
KEYCUT B1
1 1
R&R 0.42' HMA
(~6'X12')
1 STORKE ROAD

R&R PCC MEDIAN

CURB TYPE I
(~227LF)
1 TYPICAL SECTION NO. 5
KEYCUT A1 (TYP.)
30+00
31+00
32+00
SEE SHEET 51 FOR CURB

RAMP ENLARGEMENT
R&R 0.42' HMA
(~13'X2,244')
CONT.

SEE SHEET 51 FOR CURB

RAMP ENLARGEMENT
C40
2 STORKE RD

WHITMAN ST

MILLS WAY

PACIFIC

PHELPS RD

ARMSTRONG RD

PHELPS RD

OAKS RD

SANTA FELICIA DR

WHITTIER DR
CONSTRUCTION NOTES:

LOWER UTILITY PRIOR TO COLD PLANE FOR
KEYCUT AND/OR R&R.

CONTRACTOR SHALL COORDINATE WITH CITY

REPRESENTATIVE TO HAVE CITY ARBORIST
ONSITE TO MONITOR WORK.
1 STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 77 - 79 FOR
STRIPING PLANS.
2 MATCHLINE - SEE BELOW LEFT

MATCHLINE - SEE ABOVE RIGHT
LEGEND

BORING LOCATION
TYPE A1 KEYCUT

WATER VALVE

BLUE RETROREFLECTIVE PAVEMENT MARKER

REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)
XX

SANITARY SEWER MANHOLE
TYPE B1 KEYCUT

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C40 4" 6" 67 N
C41 7" 13" -N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

XX CURB RAMP REFERENCE NUMBER (SEE SHEET 61)
C CURB RAMP CONFLICT (SEE SHEET 61)

REMOVE & REPLACER&R
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PHELPS ROAD.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

STORM DRAIN MANHOLE

R PRUNE & REMOVE TREE ROOTS

MATCHLINE - SEE SHEET
14 KEY MAP
NTS

PHELPS ROAD

PHELPS ROAD
PCC CURB PER PCC MEDIAN CURB TYPE 1
REMOVE EX. PCC CURB, REPLACE WITH

PHELPS ROAD
(PACIFIC OAKS ROAD TO STORKE ROAD)

BASE BID
EX. CONCRETE EDGE
30 © 2022 Microsoft Corporation © 2022 Maxar ©CN
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

CALLE REAL
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

CCCCAAAAALLE REAALLLL

DEL NORTE DRIVE
57 TYPICAL SECTION NO. 9

R&R PCC C&G
(~44LF)

R&R PCC C&G
(~32LF)

R&R PCC C&G
(~47LF)

R&R PCC C&G
(~76LF)

R&R PCC C&G
(~25LF)

R&R PCC C&G
(~6LF)
REMOVE & REPLACE (3)

SIDEWALK UNDERDRAINS

MADERA DRIVE
C
56 C58
59C
C57
C58
C56
C59

CALLE REAL
90+00
91+00
92+00
93+00
94+00
95+00
96+0
1 1
1 1
1 1

COLUSA DR

CALLE REAL

DEL NORTE DR

AMADOR AVE

SAN MATEO AVE

CALAVERAS AVE

ALAMEDA AVE

SONOMA AVE

MENDOCINO DR

PLUMAS AVE

MADERA DR
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEET 72 FOR
STRIPING PLANS.

CONSTRUCTION NOTES:

LOWER ALL UTILITY LIDS WITHIN PAVING LIMITS
PRIOR TO PULVERIZATION.

CONTRACTOR SHALL COORDINATE WITH CITY

REPRESENTATIVE TO HAVE CITY ARBORIST
ONSITE TO MONITOR WORK.
1 CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 4 TO 7.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT
LEGEND

WATER VALVE

SANITARY SEWER MANHOLE

BLUE RETROREFLECTIVE PAVEMENT MARKER

SURVEY MONUMENT
XX CURB RAMP REFERENCE NUMBER (SEE SHEET 61)

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C56 6" 7" 10 Y
C57 6" 6" - Y
C58 5" -- Y
C59 6" - - Y
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

BORING LOCATIONXX

FULL DEPTH RECLAMATION

REMOVE & REPLACE PCC CURB & GUTTER

KEY MAP
NTS
STANDARD DRAWING 3-060 (DATED JANUARY 2011) UNLESS OTHERWISE INDICATED

COLUSA DRIVE

COLUSA DRIVE
(CALLE REAL TO DEL NORTE DRIVE)

BASE BID
C CURB RAMP CONFLICT (SEE SHEET 61)

REMOVE & REPLACE SIDEWALK UNDERDRAIN PER COUNTY OF SANTA BARBARA

REMOVE & REPLACER&R

CURB & GUTTERC&G
EX. CONCRETE EDGE
31 CATHEDRAL OAKS ROAD

CAMINO VENTUROSO

CAMINO CASETA

COVINGTON WAY

CAROLDALE LANE

N LOS CARNEROS RD

N LA PATERA LN

CAMINO VIVIENTE

CAMINO LAGUNA VISTA
© 2021 Microsoft Corporation © 2021 Maxar ©CNES
Corporation © 2
rporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS

CAROLDALE PLACE

CAMINO VIVIENTE

CAMINO LAGUNA VISTA
R&R 0.33' HMA
(~6'X8')
R&R 0.33' HMA
(~6'X18')
R&R 0.33' HMA
(~6'X8')
R&R 0.33' HMA
(~6'X6')

CRACK SEAL &

SLURRY SEAL
(TYPE II)
10+00
11+00
12+00
13+00
14+00
15+00
16+00
50+00
R&R 0.33' HMA
(~6'X100')1
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) D © 2021 Microsoft Corporation © 2021

NORTH LA PATERA LANE
17+00
18+00
19+00

CRACK SEAL & SLURRY SEAL (TYPE II)

MATCHLINE - SEE BELOW LEFT

KEY MAP
NTS
LEGEND

WATER VALVE

SANITARY SEWER MANHOLE

R PRUNE & REMOVE TREE ROOTS

CRACK SEAL & SLURRY SEAL (TYPE II)
SEWER CLEANOUT (EX.)

REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_CAROLDALE LANE & CAROLDALE PLACE.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

MATCHLINE - SEE ABOVE RIGHT
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEET 89 FOR
STRIPING PLAN.

CAROLDALE LANE

REMOVE & REPLACER&R

CAROLDALE PLACE
BID ALTERNATE

CAROLDALE LANE,
EX. CONCRETE EDGE
CONSTRUCTION NOTES:

CONTRACTOR SHALL COORDINATE WITH

CITY REPRESENTATIVE TO HAVE CITY
ARBORIST ONSITE TO MONITOR WORK.
1 32

HOLLISTER AVENUE

THE RITZ-CARLTON

CATHEDRAL

CALLE REAL

OAKS ROAD

BACARA, SANTA BARBARA

CRACK FILL & SLURRY SEAL (TYPE II)
PROTECT STAMPED CONCRETE IN PLACEPROTECT EX. GATE IN PLACE 10+00 11+00 12+00
13+00
14+00
15+00
16+00

RITZ-CARLTON

RITZ-CARLTON
R&R 0.33' HMA
(~6'X33')
R&R 0.33' HMA
(~15'X30')

CRACK FILL & SLURRY SEAL (TYPE II)
1 PROTECT STAMPED CONCRETE IN PLACE
1 17+00
18+00
19+00
20+00
21+00
22+00
CONSTRUCTION NOTES:

LOWER UTILITY PRIOR TO COLD PLANE.1
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 63 - 67 FOR
STRIPING PLANS.

MATCHLINE - SEE BELOW LEFT

MATCHLINE - SEE ABOVE RIGHT

MATCHLINE - SEE SHEET
19 LEGEND

REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)

WATER VALVE

CRACK SEAL & SLURRY SEAL (TYPE II)

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

UTILITY MANHOLE

REMOVE & REPLACER&R
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_HOLLISTER AVENUE.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

KEY MAP
NTS

HOLLISTER AVENUE

HOLLISTER AVENUE
BID ALTERNATE

HOLLISTER AVENUE
(WEST END TO CATHEDRAL OAKS ROAD)
EX. CONCRETE EDGE
33 HOLLISTER AVENUE

THE RITZ-CARLTON

CATHEDRAL

CALLE REAL

OAKS ROAD

BACARA, SANTA BARBARA
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS ©
20 22 Microso
ft C
or
pora
tion ©
202
2 Maxa
r ©C
NE
S (202
2) D
istr
ibut
ion Airbus DS
R&R 0.33' HMA
(~10'X10')
R&R 0.33' HMA
(~6'X16')

NO WORK ON BRIDGE DECK
R&R 0.33' HMA
(~53'X10')

CRACK FILL & SLURRY SEAL (TYPE II)
R&R 0.33' HMA
(~10'X6')
23+00
24+00
25+00
26+00
27+00
28+00
29+00
DS
DS
R&R 0.33' HMA
(~6'X33')
R&R 0.33' HMA
(~12'X35')
R&R 0.33' HMA
(~6'X26')

CRACK FILL & SLURRY SEAL (TYPE II)
30+00
31+00
32+00
33+00
34+00
35+00

DRIVEWAY

DRIVEWAY
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 63 - 67 FOR
STRIPING PLANS.

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_HOLLISTER AVENUE.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT
MATCHLINE - SEE SHEET 18

MATCHLINE - SEE BELOW LEFT

MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE SHEET 20
LEGEND

WATER VALVE

CRACK SEAL & SLURRY SEAL (TYPE II)

UTILITY MANHOLE

REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)

REMOVE & REPLACER&R

STORM DRAIN MANHOLE

KEY MAP
NTS

HOLLISTER AVENUE

HOLLISTER AVENUE
BID ALTERNATE

HOLLISTER AVENUE
(WEST END TO CATHEDRAL OAKS ROAD)
EX. CONCRETE EDGE
34 HOLLISTER AVENUE

THE RITZ-CARLTON

CATHEDRAL

CALLE REAL

OAKS ROAD

BACARA, SANTA BARBARA
R&R 0.33' HMA
(~6'X6')

CRACK FILL & SLURRY SEAL (TYPE II)

NO WORK ON BRIDGE DECK
36+00
37+00
38+00
39+00
40+00
41+00
42+00
R&R 0.33' HMA
(~6'X26')

CRACK FILL & SLURRY SEAL (TYPE II)
R&R 0.33' HMA
(~8'X10')
43+00
44+00
45+00
46+00
47+00
48+00
R&R 0.33' HMA
(~9'X18')
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 63 - 67 FOR
STRIPING PLANS.

MATCHLINE - SEE SHEET
19 MATCHLINE - SEE BELOW LEFT

MATCHLINE - SEE ABOVE RIGHT
LEGEND

WATER VALVE

CRACK SEAL & SLURRY SEAL (TYPE II)

STORM DRAIN MANHOLE

REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_HOLLISTER AVENUE.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

KEY MAP
NTS

MATCHLINE - SEE SHEET
21 HOLLISTER AVENUE

HOLLISTER AVENUE

REMOVE & REPLACER&R
BID ALTERNATE

HOLLISTER AVENUE
(WEST END TO CATHEDRAL OAKS ROAD)
EX. CONCRETE EDGE
35 HOLLISTER AVENUE

THE RITZ-CARLTON

CATHEDRAL

CALLE REAL

OAKS ROAD

BACARA, SANTA BARBARA
R&R 0.33' HMA
(~6'X33')

CRACK FILL & SLURRY SEAL (TYPE II)
49+00
50+00
51+00
52+00
53+00
54+00
55+00

CRACK FILL & SLURRY SEAL (TYPE II)
56+00
57+00
58+00
59+00
60+00
61+00
6 CATHEDRAL OAKS ROAD
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 63 - 67 FOR
STRIPING PLANS.

LEGEND

WATER VALVE

CRACK SEAL & SLURRY SEAL (TYPE II)

STORM DRAIN MANHOLE

REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_HOLLISTER AVENUE.DWG Plot Date: 12/14/2023 1:51 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

KEY MAP
NTS

MATCHLINE - SEE SHEET
20 MATCHLINE - SEE BELOW LEFT

HOLLISTER AVENUE

MATCHLINE - SEE ABOVE RIGHT

HOLLISTER AVENUE

REMOVE & REPLACER&R
BID ALTERNATE

HOLLISTER AVENUE
(WEST END TO CATHEDRAL OAKS ROAD)
EX. CONCRETE EDGE
EX. PAVEMENT EDGE
36 HOLLISTER AVENUE
10+00
11+00
12+00
13+00
14+00
15+00
16+00
TYPICAL SECTION NO. 10
STA 12+80: LIMIT OF COLD

PLANE & REPLACEMENT

INSTALL SHOULDER BACKING
C50
17+00 18+00 19+00 20+00
21+00
22+00
PROTECT EX. BOLLARDS IN PLACE
TYPICAL SECTION NO. 10
SEE SHEET 60 FOR

DRIVEWAY ENLARGEMENT

ARMITOS AVENUE
C52
C51

INSTALL SHOULDER BACKING
1 23+00
24+00
25+00
26+00
27+00
28+00
TYPICAL SECTION NO. 10

INSTALL SHOULDER BACKING
PROTECT EX. BOLLARDS IN PLACE
C53

DEARBORN PL HOLLISTER AVE

ARMITOS AVE

S KELLOGG AVE

CALLE REAL

SUMIDA GARDENS LN

ST JOSEPHS ST
CONSTRUCTION NOTES:

LOWER ALL UTILITY LIDS WITHIN THE PAVING LIMITS
PRIOR TO COLD PLANE.

CONTRACTOR SHALL COORDINATE WITH CITY

REPRESENTATIVE TO HAVE CITY ARBORIST
ONSITE TO MONITOR WORK.
1 STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS -- - -- FOR
STRIPING PLANS.

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_PRIORITY 2 & 3 & 9.DWG Plot Date: 12/14/2023 1:53 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

MATCHLINE A - SEE ABOVE RIGHT

MATCHLINE A - SEE BELOW LEFT
LEGEND

WATER VALVE

BORING LOG
NO. HMA FABRIC (Y/N)
C50 4-1/2" Y
C51 5" Y
C52 5" Y
C53 4-1/2" Y
*CORING DATA IS FOR INFORMATION
ONLY. EXISTING SECTION MAY VARY

FROM SECTION(S) FOUND AT CORING
LOCATION(S). FABRIC MAY BE PRESENT

IN SECTIONS EVEN IF NOT FOUND AT
CORING LOCATION(S).

BORING LOCATIONXX

INSTALL SHOULDER BACKING

UTILITY MANHOLE

INSTALL BOLLARD

MATCHLINE B - SEE BELOW LEFT

MATCHLINE B - SEE ABOVE RIGHT

KEY MAP
NTS

DEARBORN PLACE

TO NORTH END)
BID ALTERNATE

DEARBORN PLACE
(900' SOUTH OF ARMITOS AVENUE
LIGHT POLE (EX.)

INSTALL HEADERBOARD
(SEE PLAN FOR DEPTH)

REMOVE & REPLACE HMA

HMA PAVEMENT

COLD PLANE & REPLACE
BOLLARD (EX.)

PAVEMENT MARKER

BLUE REFLECTIVE

EP EDGE OF PAVEMENT
EG EXIST. GRADE
EX. CONCRETE EDGE
EX. PAVEMENT EDGE
37 © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023
R&R 0.67' HMA
(~11'X34')
R&R 0.67' HMA
(~10'X94')
R&R 0.67' HMA
(~6'X39')
R&R 0.67' HMA
(~18'X45')
R&R 0.67' HMA
(~22'X565')
R&R 0.67' HMA
(~6'X84')
R&R 0.67' HMA
(~12'X28')
R&R 0.67' HMA
(~6'X163')
R&R 0.67' HMA
(~22'X81')
R&R 0.67' HMA
(~6'X10')
R&R 0.67' HMA
(~6'X24')
R&R 0.67' HMA
(~6'X26')
R&R 0.67' HMA
(~6'X21')
R&R 0.67' HMA
(~6'X24')

HOLLISTER AVENUE
20+00
21+00
22+00
23+00
24+00
25+00
26+0
C
1 R&R 0.67' HMA
(~11'X97')
1 R&R 0.67' HMA
(~11'X80') R&R 0.67' HMA
(~6'X48')
R&R 0.67' HMA
(~6'X45')
R&R 0.67' HMA
(~22'X565')
CONT.

R&R 0.67' HMA
(~6'X68')
R&R 0.67' HMA
(~6'X178')
R&R 0.67' HMA
(~6'X34')
26+00
27+00
28+00
29+00

BOLLAY DR

SANTA FELICIA DR

HOLLISTER AVE

CORTONA DR

GLEN ANNIE RD

CALLE REAL
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 69 - 70 FOR
STRIPING PLANS.

CONSTRUCTION NOTES:

CONTRACTOR SHALL COORDINATE WITH

CITY REPRESENTATIVE TO HAVE CITY
ARBORIST ONSITE TO MONITOR WORK.
1 REMOVE AND REPLACER&R
LEGEND

REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH)

MATCHLINE - SEE BELOW LEFT

MATCHLINE - SEE ABOVE RIGHT
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_STORKE RD.DWG Plot Date: 12/14/2023 1:52 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT

R PRUNE & REMOVE TREE ROOTS

STORKE ROAD

STORKE ROAD
MATCHLINE - SEE SHEET 23

KEY MAP
NTS
BID ALTERNATE

STORKE ROAD
(HOLLISTER AVENUE TO US 101 ON-RAMP)

CRACK SEAL & MICRO-SURFACING W/ BLACK ROCK
XX CURB RAMP REFERENCE NUMBER (SEE SHEET 61)
C CURB RAMP CONFLICT (SEE SHEET 61)
EX. CONCRETE EDGE
38 © 2023 Microsoft Corporatio
R&R 0.67' HMA
(~11'X27')
R&R 0.67' HMA
(~24'X27')R&R 0.67' HMA
(~6'X107')
R&R 0.67' HMA
(~24'X17')
R&R 0.67' HMA
(~12'X105')
R&R 0.67' HMA
(~6'X22)
R&R 0.67' HMA
(~6'X23')

CITY OF GOLETA ROW (APPROXIMATE)

CALTRANS ROW (APPROXIMATE)
R&R 0.67' HMA
(~22'X565')
CONT.

SOUTHBOUND

OFF-RAMP
US 101

SOUTHBOUND

ON-RAMP
30+00
31+00
32+00
33+00
34+00

NO WORK ON BRIDGE DECK

BOLLAY DR

SANTA FELICIA DR

HOLLISTER AVE

CORTONA DR

GLEN ANNIE RD

CALLE REAL
STRIPING NOTES:

STRIPING AS SHOWN REPRESENTS EXISTING AND
IS SUBJECT TO CHANGE. SEE SHEETS 69 - 70 FOR
STRIPING PLANS.

REMOVE AND REPLACER&R

CRACK SEAL & MICRO-SURFACING W/ BLACK ROCK
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\220334\TASK 01\DRAWINGS\220334_STORKE RD.DWG Plot Date: 12/14/2023 1:52 PM SCALE
2023 PAVEMENT

REHABILITATION PROJECT
MATCHLINE - SEE SHEET 22

STORKE ROAD

KEY MAP
NTS
BID ALTERNATE

STORKE ROAD
(HOLLISTER AVENUE TO US 101 ON-RAMP)
LEGEND

REMOVE & REPLACE HMA(SEE PLAN FOR DEPTH)
EX. CONCRETE EDGE
39 ATTACHMENT 4

2023 Pavement Rehabilitation Project – Specifications
40 CITY OF GOLETA
BOOK 1 OF 2

BID BOOK
FOR
PROJECT NAME: 2023 PAVEMENT REHABILITATION PROJECT

FOR USE WITH GREENBOOK STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION DATED Enter Year , AND LABOR SURCHARGE AND

EQUIPMENT RATES OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION INSOFAR AS THE SAME MAY APPLY AND IN ACCORDANCE WITH THE SPECIAL PROVISIONS.

Pre-Bid Meeting:

Enter Time and Date
City of Goleta, 130 Cremona Drive, Suite B
Goleta, CA 93117
Bids to be received before:

Enter Time and Date
PlanetBids
41 42

City of Goleta
Contract Documents
2023 PAVEMENT REHABILITATION PROJECT
43 TOC-1

Table Of Contents

SECTION I NOTICE TO CONTRACTORS NTCǦ1
SECTION II BIDDING INSTRUCTIONS BIǦ1
SECTION III PROPOSAL PROPǦ1
SECTION IV AGREEMENT 1
SECTION V CITY GENERAL PROVISIONS GPǦ1
SECTION VI SPECIAL PROVISIONS SPǦ1

44 SECTION I

NOTICE TO CONTRACTORS

45 NTC-1

NOTICE TO CONTRACTORS

INVITING SEALED BIDS

FOR THE
PROJECT NAME: 2023 PAVEMENT REHABILITATION PROJECT

City Project Number: Enter Project Number

PUBLIC NOTICE IS HEREBY GIVEN that the City of Goleta (“CITY”), invites sealed bids for the above stated project and will receive such bids via electronic transmission on the City of Goleta Planet Bids portal site until Enter Date , at Enter Time Late proposals will be rejected. No exceptions.

The Proposals will be publicly opened at City of Goleta, 130 Cremona Drive, Suite B, Goleta, CA 93117 and posted promptly thereafter.

Copies of the Contract Documents and the Proposal Forms for bidding the project, may be obtained from the PlanetBids Website: https://pbsystem.planetbids.com. Proposals which do not acknowledge addendums to the project documents will be rejected.

All communications relative to this project shall be conducted through PlanetBids. Questions about alleged patent ambiguity of the plans, specifications, or estimate must be asked before bid opening. After bid opening, the CITY does not consider these questions as bid protests.

A pre-bid meeting will be held at Enter Date, Time, and Location.

It is required that the Bidders have fully inspected the Project site in all particulars and become thoroughly familiar with the terms and conditions of the Bid Plans and Special Provisions and local conditions affecting the performance and costs of the Work prior to bidding and it is recommended that this be done prior to attending this meeting.

Pursuant to California Labor Code Section 1773, the City has ascertained the General Prevailing Rate of Wages in the County in which the work is to be done to be as determined by the Director of Industrial Relations of the State of California. Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: https://www.dir.ca.gov/OPRL/2022- 2/PWD/Southern.html The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 5 "Legal Relations and Responsibilities" of the Standard Specifications for Public Works Construction.

The California Air Resources Board (“CARB”) implemented amendments to the In- Use Off-Road Diesel-Fueled Fleets Regulations (“Regulation”) which are effective on January 1, 2024 and apply broadly to all self-propelled off road diesel vehicles 25 horsepower or greater and other forms of equipment used in California. A copy of the Regulation is available at https://ww2.arb.ca.gov/sites/default/files/barcu/regact/2022/off-roaddiesel/appa-1.pdf. Bidders are required to comply with all CARB and Regulation requirements, including, without limitation, all applicable sections of the Regulation, as codified in Title 13 of the California Code of Regulations 46 NTC-2

section 2449 et seq. throughout the term of the Project. Bidders must provide, with their Bid, copies of Bidder’s and all listed subcontractors the most recent, valid Certificate of Reported Compliance (“CRC”) issued by CARB. Failure to provide valid CRCs as required herein may render the Bid non-responsive.

Bidders must be registered on the City of Goleta’s PlanetBids portal in order to receive addendum notifications and to submit a bid. Go to PlanetBids for bid results and awards. It is the responsibility of the bidder to submit the bid with sufficient time to be received by PlanetBids prior to the bid opening date and time. Allow time for technical difficulties, uploading, and unexpected delays. Late or incomplete bids will not be accepted.

Bid must be accompanied by a bid security in the form of a money order, a certified cashier’s check, or bidder’s bond executed by an admitted surety, made payable to CITY. The bid security shall be an amount equal to ten percent (10%) of the total annual bid amount included with their proposals as required by California law.

Note: All bids must be accompanied by a scanned copy of the bid security uploaded to PlanetBids. The original security of the three (3) lowest bidders must be mailed or submitted to the office of the City Clerk at 130 Cremona Drive, Suite B, Goleta, California 93117, in a sealed envelope and be received or postmarked within three (3) City working days after the bid due date and time for the bid to be considered. The sealed envelope should be plainly marked on the outside, “SEALED BID SECURITY FOR Enter Project Name.”

The Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations (DIR) per California Labor Code Section 1771.4, including prevailing wage rates and apprenticeship employment standards. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, ancestry, sex, or religion will also be required. The CITY hereby affirmatively ensures that all business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract.

In accordance with the California Public Contract Code 20103.5 when federal funds are involved in local agency contracts, no bid shall be invalidated by the failure of the bidder to be licensed in California at the time of bid opening. However, at the time of award, the selected contractor shall be properly licensed in accordance with the laws of the State and the City of Goleta.

Contractor shall possess a valid Class A - General Engineering Contractor license prior to award of Contract. Said license shall be maintained during the contract period. It is the Bidder’s and Contractor’s responsibility to obtain the correct Contractor’s licenses. Bidders shall be skilled and regularly engage in the general class or type of work called for under this contract.

The successful Bidder will be required to furnish a Performance Bond and a Payment Bond each in an amount equal to 100% of the Contract Price. Each bond shall be in the forms set forth herein, shall be secured from a surety company that meets all State of California bonding requirements, as defined in Code of Civil Procedure Section 995.120, and that is a California admitted surety insurer.

Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be 47 NTC-3

registered with the DIR. No Bid will be accepted, nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the DIR to perform public work. If awarded a contract, the Bidder and its subcontractors, of any tier, shall maintain active registration with the DIR for the duration of the Project. Failure to provide proof of the contractor’s current registration pursuant to Labor Code Section 1725.5 may result in rejection of the bid as non-responsive.

The Contractor Company, including the Responsible Managing Officer (RMO) for the Contractor Company, shall demonstrate a minimum of five (5) years' experience successfully performing projects of substantially similar type, magnitude, and character of the work bid. The CITY reserves the right to reject all bids, reject any bid that is not responsive to the invitation, or to waive any minor irregularity and to take all bids under advisement for a period of up to ninety (90) working days. Failure to provide proof of the Contractor’s current registration pursuant to Section 1725.5 of the Labor Code may result in rejection of the bid as non-responsive. Failure to comply with enforcement provisions pursuant to Section 1771.4 of the Labor Code may result in a determination that the Bidder is not responsible.

Bids shall remain open and valid for a period of one hundred twenty (120) calendar days after the Bid Deadline.

Pursuant to Public Contract Code section 22300, the successful bidder may substitute certain securities for funds withheld by CITY to ensure performance under the Contract or, in the alternative, request the CITY to make payment of retention to an escrow agent.

The U.S. Department of Transportation (DOT) provides a toll-free “hotline” service to report bid rigging activities. Bid rigging activities can be reported Mondays through Fridays, between 8:00 a.m. and 8:00 p.m., Eastern Time, Telephone No. 1-800-424-9071. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the “hotline” to report these activities. The “hotline” is part of the DOT’s continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. All information will be treated confidentially, and caller anonymity will be respected.

Any protest to an intended award of this contract shall be made in writing addressed to the City Clerk prior to the award. Any protest may be considered and acted on by the City Council at the time noticed for award of the contract. To request a copy of the notice of agenda for award, please contact the City Clerk [email protected] or register on the CITY’s website (www.cityofgoleta.org).

CITY OF GOLETA

_________________________
Deborah S. Lopez, City Clerk

Published:

Enter Date of Publication

48 NTC-4

END OF NOTICE TO CONTRACTORS

49 SECTION II

BIDDING INSTRUCTIONS

50 BI-1

SECTION II BIDDING INSTRUCTIONS
1 DEFINITIONS. Unless provided otherwise, the definitions in the contract documents are applicable to all contract documents.

1.1 “Addenda” means written or graphic instruments issued by the City before the bid deadline that modify or interpret the contract documents by additions, deletions, clarifications, or corrections.

1.2 “Alternate” means an amount stated in the bid for which the Bidder offers to perform the Work described in the Bidding Documents as Alternate Work, to be added or deducted from the Total Base Bid, which shall be Contractor’s responsibility if City accepts the Alternate Bid Item.

1.3 “Bid Deadline” means the date and time designated in the notice inviting sealed bids as the last date and time for receipt of bids, as may be revised by addenda.

1.4 “Bidder” means a person or firm that submits a bid.

1.5 “Bidding/Contract Documents” means the Contract, Addenda, Notice to Contractors, bidding instructions, Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Completion) when attached as an exhibit to the Contract, the Bonds, permits from jurisdictional regulatory agencies, City of Goleta Construction Specifications, Special Provisions, Plans, Standard Plans, Standard Specifications, Revised Standard Specifications, Labor Surcharge and Equipment Rental Rates, Work Directives, Reference Specifications, Change Orders, Supplemental Agreements, Appendices, Project Plans and any other applicable documents not listed, including modifications incorporated in those documents.

1.6 “Contract Price” means the total aggregate amount of the Contractor’s bid price based on the estimated quantities listed in the Bidding Sheet as set forth in the award of the Contract approved by the City Council, subject to adjustment for variances in quantities and changes pursuant to Change Orders executed in accordance with the Contract Documents.

1.7 “Inspector” means the person designated by the engineer to ensure specification compliance.

1.8 “Total Base Bid” means the sum stated in the bid for which bidder offers to perform the Work described in the contract documents, but not including alternates.

1.9 “Unit or Contract Unit Price” means an amount entered in the bid by bidder or a “Contract Item” price established by the City in the bid, as a price per unit of measurement for payment for materials, equipment or services including taxes, supervision, overhead and profit for a portion of the work described in the Contract Documents.
2 BIDDER’S REPRESENTATIONS. By making its bid, bidder represents that:

2.1 Bidder has read, understood, and made the bid pursuant to the requirements in the Contract Documents.

2.2 The Bidder, at its sole cost and expense, has carefully examined the Contract Documents and visited the Project site to become fully acquainted with the local site conditions affecting the Work to be performed including transportation, disposal, handling, and storage of materials. 51 BI-2

2.3 The bid and the Contract Unit Prices bid are based upon the labor, materials, equipment, and systems required by the Contract Documents.

2.4 Bidder and all subcontractors, regardless of tier, have the appropriate registrations and current licenses issued by the State of California Contractor’s State License Board and Department of Industrial Relations (DIR) for the Work to be performed. If bidder is a joint venture, the bidder will have a joint venture license appropriate for the performance of the Work, and each member of the joint venture will likewise have the appropriate license. Business and professions code §§ 7000-7191 establish licensing requirements for contractors. If a bidder, that is a specialty contractor, submits a bid involving 3 or more specialized building trades, the Work of which is more than incidental and supplemental to the performance of the Work for which bidder holds a specialty contractor license, bidder must also hold either (1) a specialty contractor “C” license in each such trade or (2) a general engineering contractor “A” license. This requirement is applicable whether or not bidder lists a subcontractor for each such trade.

2.5 Bidder shall have the expertise, including the Responsible Managing Officer (RMO) for the Contractor Company, demonstrating a minimum of five (5) years' experience successfully performing projects of the same type, magnitude, and character of the work bid, and financial capacity to perform and complete all obligations under the Contract Documents.

2.6 Bidder is aware of and, if awarded the contract, will comply with legal requirements in its performance of the Work.

2.7 Bidder is aware of and, if identified as the apparent lowest responsible bidder, would be required to pay City business license fee(s).

2.8 Bidder shall not damage or endanger and shall preserve and protect adjacent properties.

2.9 Bidder has familiarized itself with the staging and material storage constraints of the Project site and surrounding buildings and will confine its staging and storage operations to approved areas.

2.10 Bidder will coordinate its construction activities with the other contractors and utility companies performing work on the Project site, if any, including, but not limited to, any separate contractor retained by the City.

2.11 Bidder has checked the figures set forth in the bid schedule and understands that neither the City nor any officer or employee therefore will be responsible for any misunderstandings, errors, or omissions on the part of the Bidder in submitting its Bid. The failure of a Bidder to receive or examine any of the Contract Documents or to inspect the site shall not relieve such Bidder from any obligation with respect to the Bid, the Contract, or the Work required under the Contract Documents.
3 CONTRACT DOCUMENTS.

3.1 Bidders may obtain complete sets of the Contract Documents from PlanetBids.

3.2 Bidders will use a complete set of Contract Documents in preparing bids. 52 BI-3

3.3 The City makes copies of the Contract Documents available, on the above terms, for the sole purpose of obtaining bids for the Work and does not confer a license or grant permission for any other use of the Contract Documents.

3.4 The City does not assume any liability or responsibility based on any defective or incomplete copying, excerpting, scanning, faxing, downloading, or printing of the Contract Documents.
4 INTERPRETATION OR CORRECTION OF CONTRACT DOCUMENTS.

4.1 Before submitting its bid, bidder will carefully study and compare the various documents comprising the Contract Documents and compare them with any other work being bid concurrently or presently under construction which relates to the Work for which the bid is submitted; will examine the project site, the conditions under which the Work is to be performed, and the local conditions; and will at once report to the City’s representative errors, inconsistencies, or ambiguities discovered. The drawings and specifications contained in these Contract Documents do not constitute a representation or warranty that any conditions shown therein actually exist. All soil and test hole data, groundwater elevations, and soil analyses shown on the Plans or included in the Special Provisions apply only at the location of the test holes and to the depths indicated.

4.2 Bidder requests for clarification or interpretation of the Contract Documents will be addressed to the City’s representative at least five (5) calendar days before the bid deadline.

4.3 Clarifications, interpretations, corrections, and changes to the Contract Documents will only be made by addenda. Purported clarifications, interpretations, corrections, and changes to the Contract Documents made in any other manner will not be binding and bidders will not rely upon them. 5 PRODUCT SUBSTITUTIONS.

5.1 No requests for product substitutions will be considered before award of contract.
6 SUBCONTRACTORS.

6.1 Each bidder will list in the proposal form all first-tier subcontractors that will perform work, labor or render such services in excess of ½ of one percent of the total bid of the total bid or $10,000, whichever is greater. The proposal form contains spaces for the following information when listing subcontractors: (1) work activity; (2) name of subcontractor; (3) city of subcontractor’s business location; (4) California contractor’s license number, and (5) DIR public works contractor registration number. An inadvertent error in listing the California contractor’s license number or public works contractor registration number shall not be grounds for filing a bid protest or grounds for considering the bid nonresponsive if the corrected contractor's license number is submitted to the City by the Bidder within 24 hours after the bid opening and provided the corrected contractor's license number corresponds to the submitted name and location for that subcontractor. Failure to list any of these other items on the proposal form will result in the City treating the bid as if no subcontractor was listed for the work and that bidder represents to 53 BI-4

the City that it is fully qualified to perform that portion of the Work and will so perform such Work.

6.2 Substitution of subcontractors after the bid deadline who are listed in the proposal form will only be allowed with the City’s written consent and in accordance with California law.
7 ADDENDA.

7.1 Before the Bid Deadline, the City may modify the Work, the Contract Documents or any portion(s) thereof by the issuance of written addenda. Addenda will be in writing and issued only by the City.

7.2 Bidders must be registered on the City’s PlanetBids portal to receive addendum notifications. Addenda will be posted on the PlanetBids portal.

7.3 Addenda will be made available on PlanetBids.

7.4 The City will issue addenda so that they are received by prospective bidders not less than three (3) working days before the bid deadline. Addenda that withdraw the request for bids or postpone the bid deadline may be issued any time before the bid deadline.

7.5 Each bidder is responsible for ensuring that it has received all issued addenda before submitting a bid. All bidders are required to acknowledge and confirm receipt of each and every addendum in their Bid Proposal Form. Failure to acknowledge all Addenda may result in a Bid being deemed nonresponsive and not eligible for award of the Contract.
8 NOT USED.
9 FORM AND STYLE OF BIDS.

9.1 Bids will be submitted on the proposal forms included with the Contract Documents. Bids not submitted on the City’s proposal forms will be rejected.

All blanks on the proposal form will be filled in legibly.

9.2 Bidder’s failure to submit a price for any alternate or unit price will result in the bid being considered as non-responsive. If alternates are called for and no change in the lump sum base bid is required, enter “no change.”

9.3 Each bidder must fill out the “bidders statement of past contract disqualifications” form stating any and all instances of contract disqualifications due to a violation of a law or safety regulation. The bidder must explain the circumstances of each disqualification.

9.4 Bidder will make no stipulations on the proposal form nor qualify the bid in any manner.

9.5 The bids will be based upon full completion of all the Work as shown on the plans and specifications. It is expressly understood that the plans are drawn with as much accuracy as is possible in advance, but should errors, omissions or discrepancies exist in the plans which show conditions that vary from those encountered in construction, the bidder (if awarded the contract) specifically agrees to construct a completed Work ready for the use and in the manner which is intended.
54 BI-5

9.6 The proposal forms will be signed by a person or persons legally authorized to bind bidder to a contract. Bidder’s representative will sign and date the declaration of eligibility to contract included in the proposal form. Failure to sign and date the declaration will cause the bid to be rejected. 10 BID SECURITY.

10.1 Each bid must be accompanied by bid security, in the amount of 10% of the Total Base Bid on the base Contract Work, excluding any Alternate Bid Items, as security for bidder’s obligation to enter into a contract with the City on the terms stated in the proposal form and to furnish all items required by the Contract Documents.

10.2 All bids must be accompanied by a scanned copy of the bid security uploaded to PlanetBids. The original security of the three (3) apparent lowest bidders must be mailed to the office of the City Clerk at 130 Cremona Drive, Suite B, Goleta, California 93117, in a sealed envelope and be received or postmarked within three (3) City working days of the bid due date and time for the bid to be considered. The sealed envelope should be plainly marked on the outside identifying the names as shown in the notice inviting sealed bids.

10.3 If the apparent lowest responsible bidder fails to sign the contract and furnish all items required by the contract documents within the time limits specified in these bidding instructions, the City may reject such bidder and select the next apparent lowest responsible bidder until all bids have been exhausted or the City may reject all bids. In the event the bid is rejected, such bidder will be liable for and forfeit to the City the amount of the difference, not to exceed the amount of the bid security, between the amount of the disqualified bid and the larger amount for which the City procures the Work. The City may also use the bid security to cover the cost of rebidding the project.

10.4 If a bid bond is submitted and an attorney-in-fact executes the bid bond on behalf of the surety, a notarized and current copy of the power of attorney will be affixed to the bid bond. The surety issuing the bid bond must be admitted to provide surety within the State of California.

10.5 The City will retain the bid security until the occurrence of one of the following:

10.5.1.1 All items required by the contract documents have been furnished and the contract has been signed by the successful bidder and the City.

10.5.1.2 The specified time has elapsed during which bids may be withdrawn.

10.5.1.3 All bids have been rejected.

11 BID DELIVERY.

11.1 The proposal forms, bid security, and all other documents required to be submitted with the bid must be submitted via electronic transmission on the City of Goleta PlanetBids portal site.

11.2 Bidders must be registered on the City of Goleta’s PlanetBids portal in order to submit a bid. Go to PlanetBids for bid results and awards. It is the 55 BI-6

responsibility of the bidder to submit the bid with sufficient time to be received by PlanetBids prior to the bid opening date and time. Allow time for technical difficulties, uploading, and unexpected delays. Late or incomplete bids will not be accepted.

11.3 Bid Security shall be submitted in accordance with Section 10. “Bid Security” above and per the notice inviting sealed bids.
12 MODIFICATION OR WITHDRAWAL OF BID.

12.1 Bids may not be modified, withdrawn, or canceled within one hundred twenty (120) calendar days after the bid deadline unless otherwise provided in any supplementary instructions to bidders. The bidder shall be prohibited from further bidding on the project and the bid bond shall be forfeited. The City, at its discretion, may award the bid to the next responsive and responsible bidder. In the event the next bidder refuses to enter into the contract, that bidder’s bid bond shall then be forfeited.
13 OPENING OF BIDS.

13.1 Bids submitted in the manner required by these instructions and received on or before the bid deadline will be opened and available for viewing on PlanetBids.
14 EVALUATION AND REJECTION OF BIDS.

14.1 Bidders will be evaluated for responsiveness and responsibility based on bid proposal information provided in the bid documents under “designation of subcontractors” and bidder’s references.”

14.2 A responsive Bid is a Bid that conforms, in all material respects, to these Instructions to Bidders. Non-responsive Bids will be rejected.

14.3 A responsible bidder means a bidder who has demonstrated the attributes of trustworthiness, quality, fitness, capacity, and experience to satisfactorily perform fully the requirements of the Contract Documents and the moral and business integrity and reliability that will assure good faith performance in the sole discretion of the City. Any determination of a bidder’s non-responsibility by the City shall be based on the fitness and capacity of the bidder to satisfactorily perform the obligations of the Contract, whether or not the bidder is qualified to perform those obligations, whether or not the bidder is trustworthy, and such other bases as may be relevant.

14.4 In addition to other provisions of the Contract Documents, upon the request of the City, a bidder whose Bid is under consideration for the award of the Contract shall promptly submit satisfactory evidence to City showing the bidder’s financial resources, experience in the field, and organization and other factors evidencing bidder’s ability to successfully execute and complete the Contract.

14.5 The City reserves the right to reject any or all bids and to waive discrepancies, irregularities, informalities, or any other error in the bid or bidding, when to do so seems to best serve the public interest. The right of the City to waive errors applies even if the Contract Documents state that a discrepancy, irregularity, informality, or other error make a bid nonresponsive, so long as the error does not constitute a material error. The City reserves the right, in its sole discretion, 56 BI-7

to: judge the bidder’s representations as stated in the proposal forms and any post-Bid information to determine whether or not bidder is qualified to perform the Work; be the sole judge regarding the suitability of the products, services, or supplies offered; to not purchase all items or the full quantity of each item listed in the Bid Item List; reject any or all Bids; waive any deficiencies, irregularities, or informalities in any Bids or in the bidding process; modify, cancel, or withdraw the Notice Inviting Sealed Bids; issue a new Notice Inviting Sealed Bids; suspend or abandon the Project; seek the assistance of outside technical experts in Bid evaluation; require a bidder to provide a guarantee (or guarantees) of the Contract by a third party; and not issue a Notice to Proceed after execution of the Contract. In submitting a Bid in response to the Notice Inviting Sealed Bids, the bidder is specifically acknowledging the City holds these rights. The Notice Inviting Sealed Bids does not commit the City to enter into a Contract, to reject, in its sole discretion, all Bids, nor does it obligate the City pay for any costs incurred by bidders in preparation and submission of a Bid or in anticipation of a Contract. By submitting a Bid, the bidder disclaims any right to be paid for such costs.

14.6 The City may reject any bid not accompanied by the required bid security or any other item required by the contract documents, or a bid which is in any other way materially incomplete, irregular or not responsive to the bid request in the sole determination of the City.
15 AWARD.

15.1 The City may retain all bids for a period of one hundred and twenty (120) calendar days for examination and comparison, and to delete any portion of the Work from the contract.

15.2 The City may waive nonmaterial irregularities in a bid and will accept the lowest responsive bid from a responsible bidder as determined by the City.

15.3 The City will determine the low bidder on the basis of the total bid price in words on the bidding sheet as described on the bidding sheet.

15.4 City Staff will identify the apparent lowest responsive and responsible bidder and notify such bidder within (30) working days (unless the number of days is modified in any Addendum issued to bidders) after the Bid Deadline. Within ten (10) calendar days after receiving the City’s written notice that bidder was identified as the apparent lowest responsible bidder, bidder will submit to the City all of the following items as required by the City:

15.4.1 Two originals of the contract signed by bidder.

15.4.2 One original of the payment bond.

15.4.3 One original of the performance bond.

15.4.4 Certificates of insurance and additional insured endorsements.

15.4.5 Copy of current city of Goleta business license certificate.

15.4.6 Names of all subcontractors, with their DIR registration number, license numbers, addresses, telephone number, facsimile number and trade on bidders’ company stationery. Evidence, as required by the city, of the 57 BI-8

reliability and responsibility of the proposed subcontractors such as statements of experience, statements of financial condition, and references.

15.5 A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. This Project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations.

15.6 If bidder submits the two original signed contracts and all other items within ten (10) working days after receiving the City’s notification, and all such items comply with the requirements of the contract documents, the City will submit the bid to the City Council for award of Contract. Following City Council Award of Contract, the City will sign the contract and return a signed copy of the contract to bidder.
16 NOTICE OF INTENT TO AWARD CONTRACT.

Following the opening of bids and determination of the lowest responsible Bidder, the City will issue a notice of intent to award the Contract, identifying the Bidder to whom the City intends to award the Contract. The award of the Contracts shall be made by the City Council.
17 PUBLIC RECORDS.

City seeks to conduct its business openly. Upon identification of the lowest responsive and responsible bidder and upon notifying such bidder, Bids shall be regarded as public, with the exception any elements of each Bid that are identified by the Bidder as business or trade secrets and plainly marked as “trade secret,” “confidential,” or “proprietary.” Each element of a Bid which a Bidder desires not to be considered public must be clearly marked as set forth above; any blanket statement (i.e. regarding entire pages, documents, or other, non-specific designations) shall not be sufficient and shall not bind the City in any way whatsoever. If City receives a request from a third party to make a Bid available for inspection or copying, the City will notify the Bidder of the request. If a Bidder instructs the City that the information is not to be released, City will withhold the information, provided, the Bidder expeditiously seeks a protective order from a court of competent jurisdiction to prevent such release. If disclosure is required by law (despite the Bidder’s request for confidentiality), the City shall not in any way be liable or responsible for the disclosure of such records or part thereof. 18 BID PROTEST.

Any registered Bidder may file a protest provided that each and all of the following are complied with:

18.1 The bid protest is in writing;

18.2 Protests based upon alleged defects or improprieties in the Contract Documents are filed with the City prior to the Bid Deadline; 58 BI-9

18.3 All other protests are filed and received by the City not more than five (5) calendar days following the date of City’s Notice of Intent to Award the Contract; and

18.4 The written bid protest sets forth, in detail, all grounds for the bid protest, including without limitation all facts, supporting documentation, legal authorities and argument in support of the grounds for the bid protest. All factual contentions must be supported by competent, admissible and credible evidence.

18.5 Any matters not set forth in the written bid protest shall be deemed waived.

Any bid protest not conforming to the foregoing shall be rejected by the City as invalid.
19 COMPLIANCE WITH CARB REGULATIONS
The City is a Public Works Awarding Body, as defined under Title 13 California Code of Regulations section 2449(c)(46). Accordingly, Bidders must submit, with their Bids, a valid Certificate of Reported Compliance (“CRC”) for the Bidder’s and its listed subcontractors fleet (including any applicable leased equipment or vehicles) . Bidder must complete and submit the Fleet Compliance Certification, on the form included in the bid package. Failure to provide a valid CRC for the Bidder’s fleet, and for the fleets of all listed subcontractors, or failure to complete the Fleet Compliance Certification, may render the Bid non-responsive.

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61 PROP-1

SECTION III PROPOSAL

BID PROPOSAL
FOR
2023 PAVEMENT REHABILITATION PROJECT

TO THE CITY OF GOLETA (“City”):

In accordance with City’s Notice Inviting Sealed Bids, the undersigned Bidder herby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the Enter Project Name as set forth in the Plans, Specifications, and Contract Documents, and to perform all work in the manner and time prescribed therein.

Bidder declares that this Bid is based upon careful examination of the Work Site, Plans, Specifications, Bidding Instructions, and all other Contract Documents. If this Bid is accepted for award, Bidder agrees to enter into a contract with City at the unit and/or lump sum prices set forth in the following Bid Schedule. Bidder understands that failure to enter into a contract in the manner and time prescribed shall result in forfeiture to City of the Bid Security accompanying this Bid.

Bidder understands that a Bid is required for the entire Work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing Bids, and that final compensation under the Contract will be based upon the actual quantities of Work satisfactorily completed. CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT per Sections 9-1.06B and C. It is agreed that the unit and/or lump sum prices bid include all overhead, profit, appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amount, and words shall govern over figures.

If awarded the Contract, the undersigned further agrees that in the event of Bidder’s default in executing the Contract and filing the necessary bonds and insurance certificates WITHIN TEN (10) WORKING DAYS, after City has mailed notice of the award of contract to Bidder, the proceeds of the Bid Security accompanying this Bid will become the property of City and this Bid and the acceptance hereof may, at City’s option, be considered null and void.

62 PROP-2

SECTION III BID PROPOSAL
FOR

2023 PAVEMENT REHABILITATION PROJECT
The Project insurance requirements are per the Caltrans Standard Specifications, as modified by the City General Provisions contained herein.

Full Legal Name of Bidder: _________________________________________ Type of Entity: ___________________________________________________ (corporation, partnership, etc.)
State of Incorporation / Organization: _________________________________ Mailing Address: ________________________________________________ City, State, Zip: _________________________________________________ Physical Address: _________________________________________________ (must be included even if PO box is used for mailing)
City, State, Zip: ___________________________________________________ Telephone Number: Area Code ( )
E m a i l A d d r e s s :

California Contractor License No.

Contractor (and sub-contractors) wishing to bid on public works contracts shall be registered with the State Department of Industrial Relations and certified to bid on Public Works contracts. Register at: https://www.dir.ca.gov/public-works/contractor- registration.html.

Contractor Department of Industrial Relations Registration No.

California Contract License Classification(s) __________________________

The Contractor must be properly licensed as a contractor from contract award through Contract acceptance (23 CRF 635.110).

The work for which this bid is submitted is for construction in conformance with the special provisions (including the payment of not less than the State general prevailing wage rates), the project plans described below, including any addenda thereto, the contract annexed hereto, and also in conformance with the California Department of Transportation Standard Plans, dated 2018, the Standard Specifications, dated 2018, and the Labor Surcharge and Equipment Rental Rates in effect on the date the work is accomplished.

63 PROP-3
The work to be done and referred to herein is in the City of Goleta, Santa Barbara County, State of California, and is to be constructed in accordance with the Contract Documents and the Prevailing Wage Rates of the Department of Industrial Relations.

The work to be done is described in the Contract Documents entitled Enter Project Name City of Goleta, California.

The undersigned, as Bidder, declares that the only persons or parties interested in this Proposal as principals are those named herein; that this Proposal is made without collusion with any other person, firm, or corporation; that he or she has carefully examined the location of the proposed work and the Contract Documents; and proposes, and agrees if this Proposal is accepted, that he or she will Contract with the City of Goleta, in the form of a copy of the Agreement contained in the Bid Document, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the Contract, in the manner and time therein prescribed, and according to the requirements of the Director, as therein set forth, and that he or she will take in full payment therefore prices indicated in the Schedule of Bid Items, including all work modified by addendum numbers _____________________. (IF NONE, STATE NONE).

In accordance with the provisions of California Labor Code Section 6707, whenever the State, a County, City and County, or City issues a call for bids for the construction of a pipeline, drainage, water, sewer, sewage disposal system, boring or jacking pits, or similar trenches or open excavations, which are five (5' ) feet or deeper, such call shall specify that each bid submitted in response thereto shall contain, as a bid item, adequate sheeting, shoring, and bracing or equivalent method, for the protection of life or limb, which shall conform to applicable safety orders.

As required under the provisions of California Public Contract Code Section 4104 et seq., any person making a bid or offer to perform the work, shall in his or her bid or offer, set forth:
(a)(1) The name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime Contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the primary Contractor specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent (0.5%) of the prime Contractor' s total bid or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of one percent (0.5%) of the prime contractor’s total bid or ten thousand dollars ($10,000) whichever is greater; (2)(A) Subject to subparagraph (B), any information requested by the officer, department, board, or commission concerning any subcontractor who the prime contractor is required to list under this subdivision, other than the subcontractor’s name and location of business, may be submitted by the prime contractor up to 24 hours after the deadline established by the officer, department, board, or commission for receipt of bids by prime contractors; (B) A state or local agency may implement subparagraph (A) at its option; (b) The portion of the work that will be done by each such subcontractor under this Act. The prime Contractor shall list only one (1) subcontractor for each such portion as defined by the prime Contractor in his or her Bid.

64 PROP-4
2023 PAVEMENT REHABILITATION PROJECT

BIDDING SHEET
The cost of all labor, material, and equipment necessary for the completion of the work itemized, even though not shown or specified, shall be included in the unit or lump sum prices for the various items shown herein.

City further reserves the right to reject any or all bids, to waive any informality or irregularity in any bid or the bidding procedure, and to delete any items of work in the award of contract. City's decision on the bid amount is final.

Bidders must bid on all items in the Bid Schedule including the Supplemental and/or Alternative Bid Items in order for their bids to be complete. The award of contract will be based on criteria outlined in Section 14 of the Bidding Instructions.

In the case of unit basis items, the amount set forth under the "Item Total" column (total base bid in words) shall be the product of the unit price bid and the estimated quantity for the item.

Bids on lump sum items are item totals. If a unit price of a lump sum item is entered and it differs from the item total, the item total prevails.

Entries are to be expressed in dollars or decimal fractions of a dollar. Symbols such as commas and dollar signs are ignored and have no significance in establishing unit price or item total.

Unit prices and item totals are interpreted by the number of digits and decimal placement. Do not round item totals or the total bid.

In case of discrepancy between the unit price and the total set forth for a unit basis item, the unit price prevails, except as provided in (a) or (b), as follows:
(a) If the amount set forth as a unit price is unreadable or otherwise unclear, or is omitted, or is the same as the amount of the entry in the item total column, then the amount set forth in the item total column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price; (b) (Decimal Errors) If the product of the entered unit price and the estimated quantity is exactly off by a factor of ten, one hundred, etc., or one-tenth, or one-hundredth, etc. from the entered total, the discrepancy will be resolved by using the entered unit price or item total, whichever most closely approximates percentage-wise the unit price or item total in City's Final Estimate of Cost.

If both the unit price and the item total are unreadable or otherwise unclear, or are omitted, the bid may be deemed irregular. Likewise, if the item total for a lump sum item is unreadable or otherwise unclear, or is omitted, the bid may be deemed irregular unless the project being bid has only a single item and a clear, readable total bid is provided.

65 PROP-5

REPLACE WITH BIDDING SHEET

66 PROP-6

PROPOSED EQUIPMENT AND MATERIAL MANUFACTURERS

Bidder must indicate the name of the manufacturer of the equipment, and supplier of the material proposed to be furnished under the contract. Awarding of a contract based on this bid does not imply approval by City of the manufacturers or suppliers listed by Bidder. No substitution will be permitted after award of contract except upon written approval of City.

Equipment/Materials Supplier

1. Portland Cement Concrete

2. Quicklime/Cement Mixes

3. Hot Mix Asphalt Mixes

4. Class 2 Aggregate Base

5. Detectable Warning Surface

6. Traffic Stripe and Marking Paint

Additional items in the Special Provisions

67 PROP-7

LIST OF SUBCONTRACTORS

The Bidder shall list the name, address, license number, and description of work, bid item number, percentage of bid item subcontracted by cost and Department of Industrial Relations Registration number for each subcontractor to whom the Bidder proposes to subcontract portions of the work. Listed subcontractors must be registered with the Department of Industrial Relations. Pursuant to SB 854, this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations (DIR). Bidder shall list the DIR registration number for each subcontractor.

Bidder proposes to subcontract certain portions of the Work which are in excess of one-half of one percent (0.5%) of the total amount base bid or $10,000, whichever is greater, and to procure materials and equipment from suppliers and vendors.

These Subcontractors are identified as follows:

Bid Item
Number
Subcontractor
License
Number
Subcontractor
DIR
Registration
Number
(Note1)
Percent of
Total Bid
Subcontractor’s
Name & Address

68 PROP-8

Bid Item
Number
Subcontractor
License
Number
Subcontractor
DIR
Registration
Number
(Note1)
Percent of
Total Bid
Subcontractor’s
Name & Address

Note 1: Bidders have 24 hours after the Bid Deadline to submit this information.

69 PROP-9
BIDDER’S REFERENCES
The following are the names, addresses, and phone numbers for three public agencies for which Bidder has performed projects of the same magnitude and character of the work bid within the past five (5) years:

1. Name of Agency
Agency Address
Telephone
Contact Person
Contract Amount

2. Name of Agency
Agency Address
Telephone
Contact Person
Contract Amount

3. Name of Agency
Agency Address
Telephone
Contact Person
Contract Amount
The following are the names, addresses, and phone numbers for all brokers and sureties from whom Bidder intends to procure insurance bonds:
___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________

EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
Bidder certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any local, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

70 PROP-10

ELIGIBILITY TO CONTRACT
The successful Bidder is prohibited from performing work on this Project with a Subcontractor who is ineligible to perform work on the Project pursuant to Section 1777.1 or 1777.7 of the Labor Code.

BIDDER’S INFORMATION
Bidder certifies that the following information is true and correct:

Bidder’s Name _______________________________________________________________ Business Address ____________________________________________________________ ___________________________________________________________________________ Telephone __________________________________________________________________ State Contractor’s License No. and Class _________________________________________ Original Date Issued Expiration Date _____________________________ DIR Registration No:

The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having a principal interest in this Bid:
___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________ The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this Bid are as follows:
___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________ All current and prior DBA’s, alias, and/or fictitious business names for any principal having an interest in this Bid are as follows:
___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________

71 PROP-11
I declare under penalty of perjury under the laws of the State of California that the above representations are true and correct. Executed this _____ day of ____________, 20__, at ___________________ California.

Signature and Title of Bidder
or Authorized Representative
(SEAL)

72 PROP-12
BIDDER’S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS AND DEFAULTS

Identify all instances of being disqualified, removed, determined to be a non-responsible bidder, debarred, assessed liquidated damages, terminated for default or otherwise prevented from bidding on, or completing, a federal, state, or local government project.

1. Have you ever been disqualified from any government contract?

Yes
No

2. If yes, explain the circumstances including date of public entity action, name of project, contract award amount and current contact person at public entity:

____________________________________________________________ Signature and Title of Bidder or Authorized Representative

73 PROP-13
BID BOND FOR:

Enter Project Name

KNOW ALL PERSONS BY THESE PRESENTS that [Bidder]
________________________ __________________________ as PRINCIPAL, and _______________________________, a corporation organized under the laws of the State of _________________________ and licensed by the State of California to execute bonds and undertakings as sole surety, as SURETY, are held and firmly bound unto the City of Goleta, as “City,” in the penal sum of ten percent (10%) of the total Base Bid Price on the base Contract Work, excluding any Alternate Bid Items submitted by PRINCIPAL to CITY for the above stated project, for the payment of which sum, PRINCIPAL and SURETY agree to be bound, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas PRINCIPAL has submitted a proposal to CITY for the above stated project.

NOW, THEREFORE, the penal sum guaranteed by this bond shall be forfeited to the City in the event of any of the following: (1) The aforesaid Principal withdraws said bid after the Bid Deadline contrary to applicable law; or (2) Principal fails, within ten (10) working days after receipt of written notice that the contract has been awarded to Principal and tender of the Contract, to, deliver to City the executed Agreement, in the prescribed form, in accordance with the bid as accepted, and file with City all documents required in section 3-1.18 of the City’s General Provisions.

If case suit is brought upon this bond, SURETY further agrees to pay all reasonable attorneys’ fees and costs incurred by CITY in an amount fixed by the court. SURETY hereby waives the provisions of California Civil Code Sections 2845 and 2849.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this _______day of , 20__.

P R I N C I P A L :
( A d d r e s s )

B Y :
(Signature and Title of Authorized Officer)

74 PROP-14
S U R E T Y :
( A d d r e s s )

B Y :
(Signature and Title of Authorized Officer)

B Y :
(Signature and Title of Authorized Officer)
Note: All signatures must be acknowledged before a notary public. Attach appropriate acknowledgment. Also, evidence of the authority of any person signing as attorney-in-fact must be attached.

75 PROP-15

STATEMENT ACKNOWLEDGING PENAL AND CIVIL PENALTIES
CONCERNING THE CONTRACTOR’S LICENSING LAWS
[Business & Professions Code § 7028.15; Public Contract Code § 20103.5]

The undersigned, a duly authorized representative of the Bidder, certify that I am aware of the provisions of California law and that I, or the company/individual on whose behalf this Bid is being submitted, hold a currently valid California contractor’s license as set forth in the Business and Professions Code § 7028.15 and Public Contract Code § 20103.5 (and any updates).

A contractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.

B i d d e r :

License No.: Class Expiration date:

DIR Registration No.: _____________________

Date Signature

76 PROP-16

DECLARATION OF ELIGIBILITY TO CONTRACT
[Labor Code §§ 1777.1 and 1777.7; Public Contract Code § 6109] The undersigned, a duly authorized representative of the Bidder, certifies and declares that:

1. The Bidder is aware of Sections 1771.1 and 1777.7 of the California Labor Code, which prohibit a contractor or subcontractor who has been found by the Labor Commissioner or the Director of Industrial Relations to be in violation of certain provisions of the Labor Code, from bidding on, being awarded, or performing work as a subcontractor on a public works project for specified periods of time.

2. The Bidder is not ineligible to bid on, be awarded or perform work as a subcontractor on a public works project by virtue of the foregoing provisions of Sections 1771.1 or 1777.7 of the California Labor Code or any other provision of law.

3. The Bidder is aware of California Public Contract Code Section 6109 (and any updates.)

4. The Bidder has investigated the eligibility of each and every subcontractor the contractor intends to use on this public works project, and determined that none of them is ineligible to perform work as a subcontractor on a public works project by virtue of the foregoing provisions of the Public Contract Code, Sections 1771.1 and 1777.7 of the Labor Code, or any other provision of law.

5. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this day of , 20__, at ________________________, California.

Signature:

N a m e :

T i t l e :

Name of Company:

Note: Signature must be acknowledged before a notary public. Attach appropriate acknowledgment.

77 PROP-17

NON-COLLUSION DECLARATION
FOR
Enter Project Name

I am the [title] of [name of
bidder], the party making the foregoing bid, declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly, colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on [date], at [city], [state]

(Signature and Title of Authorized Representative)
.

78 PROP-18

This Page Intentionally Left Blank

79 D-1

SECTION IV

AGREEMENT

80 D-2

PUBLIC WORKS CONTRACT

BETWEEN THE CITY OF GOLETA
AND
________________

This Public Works Contract (herein referred to as “CONTRACT”) is made and entered into by and between the CITY OF GOLETA, a municipal corporation (herein referred to as "CITY"), and _____________, a ______________________ (hereinafter referred to as “CONTRACTOR”).

SECTION A. RECITALS

1. Pursuant to the Notice Inviting Sealed Bids for the _________ Project, bids were received, publicly opened, and declared on the date specified in the notice.

2. On __________ , Goleta’s City Council declared CONTRACTOR to be the lowest responsible bidder and accepted the bid of CONTRACTOR and the City Council/City Manager/Department Director and Purchasing Officer, approved this CONTRACT and authorized the City Manager to execute the CONTRACT with CONTRACTOR for furnishing labor, equipment and material for the __________ Project in the City of Goleta

NOW, THEREFORE , in consideration of the foregoing and the mutual covenants herein contained, it is agreed:

SECTION B. TERMS

1. GENERAL SCOPE OF WORK: CITY agrees to engage CONTRACTOR and CONTRACTOR agrees to furnish all necessary labor, tools, materials, appliances, and equipment for and do the work for the _____________ Project in the City of Goleta. The work shall be performed in accordance with the Plans and Specifications (and as generally described in the “Notice Inviting Sealed Bids,” attached as Exhibit A) and in accordance with bid prices set forth in CONTRACTOR’S Bid Proposal (attached as Exhibit B) and in accordance with the instructions of the City Engineer, or City’s Manager’s designee.

2. INCORPORATED DOCUMENTS TO BE CONSIDERED COMPLEMENTARY: The contract documents for the aforesaid project, a complete set of which is on file with the Goleta City Clerk’s Office, shall consist of the Notice Inviting Bids, Instructions to Bidders, Bid Proposal, Standard Specifications, Special Provisions, and all referenced specifications, details, standard drawings, and appendices; together with this CONTRACT and all required bonds, insurance certificates, permits, notices and affidavits; and also, including any and all addenda or supplemental agreements clarifying, amending, or extending the work contemplated as may be required to insure its completion in an acceptable manner. All of the provisions of said contract documents are made a part hereof as though fully set forth herein. This contract is intended to 81 D-3

require a complete and finished piece of work and anything necessary to complete the work properly and in accordance with the law and lawful governmental regulations shall be performed by CONTRACTOR whether set out specifically in the contract or not.

Should it be ascertained that any inconsistency exists between the aforesaid documents and this written CONTRACT, the provisions of this CONTRACT, and the Standard Specifications, in that order, shall control. Collectively, these contract documents constitute the complete CONTRACT between CITY and CONTRACTOR and supersede any previous agreements or understandings.

3. COMPENSATION: CONTRACTOR agrees to receive and accept the prices set forth in its Bid Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work.

4. TIME OF PERFORMANCE: CONTRACTOR agrees to complete the work within the timeframe specified in the Contract Documents from the date of the notice to proceed.

By signing this CONTRACT, CONTRACTOR represents to CITY that the contract time is reasonable for completion of the work and that CONTRACTOR will complete such work within the contract time. In accordance with Government Code Section 53069.85, CONTRACTOR agrees to forfeit and pay CITY as liquidated damages, not as a penalty, the sum of $___________ per day for each and every day of unauthorized delay beyond the completion date, which amount shall be deducted from any payments due or to become due the CONTRACTOR.

5. PREVAILING WAGES:

A. Pursuant to Labor Code Sections §§1720 et seq., including but not limited to sections 1771, 1774 and 1775, and as specified in Title 8, California Code of Regulations, Section 16000 et seq., CONTRACTOR must pay its workers prevailing wages. It is CONTRACTOR’s responsibility to interpret and implement any prevailing wage requirements and CONTRACTOR agrees to pay any penalty or civil damages resulting from a violation of the prevailing wage laws.

B. In accordance with Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are available upon request from CITY’s Engineering Division or the website for State of California Prevailing wage determination at http://www.dir.ca.gov/DLSR/PWD. CONTRACTOR must post a copy of the prevailing rate of per diem wages at the job site.

C. CITY directs CONTRACTOR’s attention to Labor Code Sections 1777.5, 1777.6 82 D-4

and 3098 concerning the employment of apprentices by CONTRACTOR or any subcontractor.

D. Labor Code Section 1777.5 requires CONTRACTOR or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate must also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases will not be less than one to five except:

When employment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days before the request for certificate, or

When the number of apprentices in training in the area exceeds a ratio of one to five, or

When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state-wide or locally, or

When assignment of an apprentice to any work performed under a public works contract would create a condition that would jeopardize his or her life or the life, safety, or property of fellow employees or the public at large, or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman.

Pursuant to Labor Code § 1776, CONTRACTOR shall comply with all Department of Industrial Relations registration requirements.

E. CONTRACTOR is required to make contributions to funds established for the administration of apprenticeship programs if CONTRACTOR employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions.

F. CONTRACTOR and any subcontractor must comply with Labor Code Sections 1777.5 and 1777.6 in the employment of apprentices.

G. Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations (DIR), ex-officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

H. CONTRACTOR and its subcontractors must keep an accurate certified payroll records showing the name, occupation, and the actual per diem wages paid to each worker employed in connection with this CONTRACT. The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Division of Labor Law Enforcement. If requested by CITY, CONTRACTOR must provide copies of the records at its cost.

83 D-5

6. LEGAL HOURS OF WORK: CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. Except as provided by Labor Code Section 1815, the CONTRACTOR shall, as a penalty to the CITY, forfeit twenty five dollars ($25) for each worker employed in the execution of the Contract by the CONTRACTOR or by any Subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 (commencing at Section 1810) of the California Labor Code.

7. TRAVEL AND SUBSISTENCE PAY : CONTRACTOR agrees to pay travel and subsistence pay to each worker needed to execute the work required by this CONTRACT as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in accordance with Labor Code Section 1773.8.

8. CONTRACTOR'S LIABILITY: The CITY and its officers, agents and employees (“Indemnitees”) shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof, or for any of the materials or other things used or employed in performing the work; or for injury or damage to any person or persons, either workers or employees of CONTRACTOR, of its subcontractors or the public, or for damage to adjoining or other property from any cause whatsoever arising out of or in connection with the performance of the work.

CONTRACTOR shall be responsible for any damage or injury to any person or property resulting from defects or obstructions or from any cause whatsoever.

CONTRACTOR will indemnify Indemnities against and will hold and save Indemnitees harmless from any and all actions, claims, damages to persons or property, penalties, obligations or liabilities that may be asserted or claimed by any person, firm, entity, corporation, political subdivision, or other organization arising out of or in connection with the work, operation, or activities of CONTRACTOR, its agents, employees, subcontractors or invitees provided for herein, whether or not there is concurrent passive negligence on the part of CITY. In connection therewith:

a. CONTRACTOR will defend any action or actions filed in connection with any such claims, damages, penalties, obligations or liabilities and will pay all costs and expenses, including attorneys' fees, expert fees and costs incurred in connection therewith.

b. CONTRACTOR will promptly pay any judgment rendered against CONTRACTOR or Indemnitees covering such claims, damages, penalties, obligations and liabilities arising out of or in connection with such work, operations or activities of CONTRACTOR hereunder, and CONTRACTOR agrees to save and hold the Indemnitees harmless therefrom.

84 D-6

c. In the event Indemnitees are made a party to any action or proceeding filed or prosecuted against CONTRACTOR for damages or other claims arising out of or in connection with the work, operation or activities hereunder, CONTRACTOR agrees to pay to Indemnitees and any all costs and expenses incurred by Indemnitees in such action or proceeding together with reasonable attorneys' fees.

CONTRACTOR'S obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of CITY under any provision of this CONTRACT, Contractor shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.

So much of the money due to CONTRACTOR under and by virtue of the contract as shall be considered necessary by CITY may be retained by CITY until disposition has been made of such actions or claims for damages as aforesaid.

It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California. This indemnity provision shall survive the termination of the CONTRACT and is in addition to any other rights or remedies which Indemnitees may have under the law.

This indemnity is effective without reference to the existence or applicability of any insurance coverage which may have been required under this CONTRACT or any additional insured endorsements which may extend to Indemnitees.

CONTRACTOR, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed by or on behalf of the CONTRACTOR regardless of any prior, concurrent, or subsequent passive negligence by the Indemnitees.

9. THIRD-PARTY CLAIMS: In accordance with Public Contracts Code Section 9201, CITY will promptly inform CONTRACTOR regarding third-party claims against CONTRACTOR, but in no event later than ten (10) business days after CITY receives such claims. Such notification will be in writing and forwarded in accordance with the “Notice” section of this CONTRACT. As more specifically detailed in the contract documents, CONTRACTOR agrees to indemnify and defend the City against any third- party claim.

85 D-7

10. WORKERS COMPENSATION: In accordance with California Labor Code Sections 1860 and 3700, CONTRACTOR and each of its subcontractors will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, CONTRACTOR, by signing this contract, certifies as follows: “I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”

11. INSURANCE: With respect to performance of work under this CONTRACT, CONTRACTOR shall maintain and shall require all of its subcontractors to maintain insurance as required in the Standard Specifications.

12. ASSIGNMENT: This CONTRACT is not assignable nor the performance of either party's duties delegable without the prior written consent of the other party. Any attempted or purported assignment or delegation of any of the rights of obligations of either party without the prior written consent of the other shall be void and of no force and effect.

13. INDEPENDENT CONTRACTOR: CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent contractor. Neither the CITY nor any of its agents shall have control of the conduct of CONTRACTOR or any of CONTRACTOR'S employees, except as herein set forth. CONTRACTOR shall not at any time or in any manner represent that it or any of its agents or employees are in any manner agents or employees of CITY.

14. TAXES: CONTRACTOR is responsible for paying all retail sales and use, transportation, export, import, special or other taxes and duties applicable to, and assessable against any work, materials, equipment, services, processes and operations incidental to or involved in this contract. CONTRACTOR is responsible for ascertaining and arranging to pay them. The prices established in the contract shall include compensation for any taxes CONTRACTOR is required to pay by laws and regulations in effect at the bid opening date.

15. LICENSES: CONTRACTOR represents and warrants to CITY that it has all licenses, permits, qualifications, insurance, and approvals of whatsoever nature which are legally required of CONTRACTOR to practice its profession. CONTRACTOR represents and warrants to CITY that CONTRACTOR shall, at its sole cost and expense, keep in effect or obtain at all times during the term of this CONTRACT any licenses, permits, insurance, and approvals which are legally required of CONTRACTOR to practice its profession. CONTRACTOR shall maintain a City of Goleta business license, if required under CITY ordinance.

86 D-8

16. RECORDS: CONTRACTOR shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to this CONTRACT and such other records as may be deemed necessary by CITY or any authorized representative, and will be retained for three years after the expiration of this CONTRACT. All such records shall be made available for inspection or audit by CITY at any time during regular business hours.

17. SEVERABILITY: If any portion of these contract documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this CONTRACT will continue in full force and effect provided that it does not frustrate the mutual intent of the parties herein.

18. WHOLE AGREEMENT: This CONTRACT supersedes any and all other agreements either oral or written, between the parties and contains all of the covenants and agreements between the parties pertaining to the work of improvements described herein. Each party to this contract acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein, and that any other agreement, statements or promise not contained in this contract shall not be valid or binding. Any modifications of this contract will be effective only if signed by the party to be charged.

19. AUTHORITY: CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in execution of this CONTRACT represent all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein.

Each party warrants that the individuals who have signed this CONTRACT have the legal power, right, and authority to make this CONTRACT and to bind each respective party. This CONTRACT may be modified by written amendment. CITY’s City Manager may execute any such amendment on CITY’s behalf.

20. NOTICES: All notices permitted or required under this CONTRACT shall be in writing, and shall be deemed made when delivered to the applicable party’s representative as provided in this CONTRACT. Additionally, such notices may be given to the respective parties at the following addresses, or at such other addresses as the parties may provide in writing for this purpose.

Such notices shall be deemed made when personally delivered or when mailed forty- eight (48) hours after deposit in the U.S. mail, first-class postage prepaid, and addressed to the party at its applicable address. Courtesy copies of notices may be sent via electronic mail, provided that the original notice is deposited in the U.S. mail or personally delivered as specified in this Section.

CITY OF GOLETA
87 D-9

130 Cremona Drive, Suite B
Goleta, CA 93117
Attn: City Manager

CONTRACTOR

__________________________________________________
__________________________________________________
__________________________________________________

21. DISPUTES: Disputes arising from this contract will be determined in accordance with the contract documents.

22. NONDISCRIMINATION: The CITY reaffirms its ongoing commitment to equality in the conduct of City business, and prohibits any policy, plan, program, custom or practice, including harassment, in the conduct of City business. No discrimination or discriminatory practice shall occur in either employment of persons for, or completion of, the work contemplated by this CONTRACT, when such discrimination is based on race, color, national origin, or ancestry; religion; sex; gender, gender identity, gender expression, or gender transitioning status; physical disability, mental disability, medical condition, or genetic information; marital or domestic partner status; citizenship status; age; sexual orientation; exercising a legally protected right to an employment leave of absence; status as a victim of domestic violence, sexual assault, or stalking; reproductive health decision-making, or any other classification protected under state or federal law. Among other possible violations of law, a violation of this section exposes CONTRACTOR to the penalties provided for in Labor Code Section 1735.

23. PAPER PRODUCTS AND PRINTING REQUIREMENTS: To the extent this contract provides paper products, and printing and writing paper for the City, CONTRACTOR must meet quality standards and criteria specified in SB1383, Sections22150Ͳ22154ofthe PublicContractCode and 16CodeofFederalRegulations(CFR)Sectionථ260.12ථby:
a. If fitness and quality are equal, provide recycled products, instead of nonrecycled products whenever recycled products are available at the same or a lesser total cost than nonrecycled items.
b. Provide paper products and printing and writing paper that meet Federal Trade Commission recyclability standard as defined in 16 CFR Sectionௗ260.12.
c. Certify in writing, under penalty of perjury, the minimum percentage of postconsumer material in the paper products and printing and writing paper offered or sold to the City. This certification requirement may be waived if the percentage of postconsumer material in the paper products, printing and writing paper, or both can be verified by a product label, catalog, invoice, or a manufacturer or vendor internet website.
d. Certify in writing, on invoices or receipts provided, that the paper products and printing and writing paper offered or sold to the City is eligible to be 88 D-10

labeled with an unqualified recyclable label as defined in 16 CFR Sectionௗ260.12.
e. Comply with any other requirements in Goleta Municipal Code Section

8.10.900(B).

24. ORGANIC WASTE USE REQUIREMENTS: To the extent this contract provides landscaping maintenance, renovation, and construction services, CONTRACTOR must:
a. Use compost and SB 1383 eligible mulch, as practicable, produced from recovered organic waste, for all landscaping renovations, construction, or maintenance performed for the City, whenever available, and capable of meeting quality standards and criteria specified. SB 1383 eligible mulch used for land application must comply with 14 CCR Section 18993.1 - 18993.4, and must meet or exceed the physical contamination, maximum metal concentration and pathogen density standards specified in 14 CCR Sections 17852(a)(24.5)(A)(1) through (3).
b. Keep and provide records of procurement of recovered organic waste products (either through purchase or acquisition) to the City’s Designated Representative, upon completion of projects. Information to be provided must include:
i. General description of how and where the product was used and if applicable, applied;
ii. Source of product, including name, physical location, and contact information for each entity, operation, or facility from whom the recovered organic waste products were procured;
iii. Type of product;
iv. Quantity of each product; and,
v. Invoice or other record demonstrating purchase or procurement. c. Comply with all requirements in Goleta Municipal Code Section 8.10.900(A).

25. NO THIRD-PARTY BENEFICIARY: This CONTRACT and every provision herein is for the exclusive benefit of CONTRACTOR and CITY and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the CONTRACTOR’s or the CITY’s obligations under this Contract.

26. TIME IS OF ESSENCE: Time is of the essence for each and every provision of the Contract Documents.

27. ACCEPTANCE OF FACSIMILE OR ELECTRONIC SIGNATURES: The Parties agree that this CONTRACT, agreements ancillary to this CONTRACT, and related documents to be entered into in connection with this CONTRACT will be considered signed when the signature of a party is delivered by facsimile transmission or scanned and delivered via electronic mail. Such facsimile or electronic mail copies will be treated in all respects as having the same effect as an original signature.
89 D-11

28. GOVERNING LAW: This CONTRACT shall be governed by the laws of the State of California, and exclusive venue for any action involving this CONTRACT will be in Santa Barbara County.

IN WITNESS WHEREOF, the parties hereto have executed this CONTRACT with all the formalities required by law on the respective dates set forth opposite their signatures.

This CONTRACT is executed on this ________ day of ___________ , at Goleta, California, and effective as of _____ ______, 20____.

CITY OF GOLETA:

___________________________________
Robert Nisbet, City Manager

ATTEST:

___________________________________
Deborah Lopez, City Clerk

APPROVED AS TO FORM:

MEGAN GARIBALDI, CITY ATTORNEY

___________________________________
Scott Shapses, Deputy City Attorney

CONTRACTOR:

_____________________________________
Name, Title

State of California License No.

_____________________________________
Department of Industrial Relations Registration No.

_____________________________________

Business Phone No.

_____________________________________

CONTRACTOR’S Emergency Phone No. at which
90 D-12

contractor can be reached at any time

_____________________________________

_____________________________________
Name, Title

91 D-13

FAITHFUL PERFORMANCE BOND

KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, the City of Goleta, (hereinafter referred to as “City”) has awarded to ____________________________, (hereinafter referred to as the “Contractor”) an agreement for the Enter Project Name
(hereinafter referred to as the “Project”).

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.

NOW, THEREFORE, we, ______________________, the undersigned Contractor and ________________________________________________ as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of ___________________________ DOLLARS, ($____________), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one (1) year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officials, officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorney’s fees, incurred by City in enforcing such obligation.

As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship.

The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure Section 337.15.
92 D-14

Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option:

1. Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or

2. Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

3. Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project.
[REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]

93 D-15

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20___.
(Corporate Seal)
Contractor/ Principal
B y
T i t l e
(Corporate Seal)
Surety
By
Attorney-in-Fact
(Attach Attorney-in-Fact Certificate) Title
The rate of premium on this bond is ____________ per thousand. The total amount of premium charges is $_______________________________.
(The above must be filled in by corporate attorney.)

THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety) ___________________________________________ ___________________________________________
___________________________________________
(Name and Address of Agent or ___________________________________________ Representative for service of ___________________________________________ process in California, if different ___________________________________________ from above)
(Telephone number of Surety ___________________________________________ and Agent or Representative for
service of process in California)

94 D-16

Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ¨ Individual
¨ Corporate Officer
Title(s) Title or Type of Document
¨ Partner(s) ¨ Limited
¨ General Number of Pages
¨ Attorney-In-Fact
¨ Trustee(s)
¨ Guardian/Conservator Date of Document
¨ Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal. 95 D-17

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of Attorney to local representatives of the bonding company must also be attached.

END OF FAITHFUL PERFORMANCE BOND
96 D-18

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97 D-19

LABOR AND MATERIAL PAYMENT BOND

KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of Goleta (hereinafter designated as the “City”), by action taken or a resolution passed ___________________ , 20____, has awarded to ________________________ hereinafter designated as the “Principal,” a contract for the work described as follows: the Enter Project Name (the “Project”); and
WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW THEREFORE, we, the Principal and __________________________ as Surety, are held and firmly bound unto the City in the penal sum of ______________ Dollars ($___________) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Civil Code Section 9100, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Revenue and Taxation Code Section 18663, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses.

This bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon this bond.

It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole 98 D-20

conditions of recovery shall be that claimant is a person described in Civil Code Section 9100, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned, including but not limited to the provisions of sections 2819 and 2845 of the California Civil Code.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__.
(Corporate Seal)
Contractor/ Principal
B y
T i t l e
(Corporate Seal)
Surety
By
Attorney-in-Fact
(Attach Attorney-in-Fact Certificate) Title

99 D-21

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal. 100

D-22

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached.

END OF LABOR AND MATERIAL PAYMENT BOND
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SECTION E

CITY GENERAL PROVISIONS

Standard Specifications
Work provided herein shall be performed in accordance with the Standard Specifications for Public Works Construction, Click or tap here to enter text.2018 Edition, of the Southern California Chapter American Public Works Association. Part 1, General Provisions of the Standard Specifications is incorporated herein by reference. In case of conflict between the Standard Specifications and these General Provisions, the General Provisions shall take precedence.

Modifications to Standard Specifications
Section 1 – No changes.

Section 2 – Scope of the Work
Add the following:

Section 2-1.1 Conflict in Plans
As the figured dimensions shown on the drawings and in the specifications of the contract may not in every case agree with scale dimensions, the figured dimensions shall be followed in preference to the scaled dimensions, and drawings to a large scale shall be followed in preference to the drawings to a small scale. Should it appear that the work to be done, or any of the matter relative thereto is not sufficiently detailed or explained in the contract documents, Contractor shall apply to Engineer for such further explanations as may be necessary and shall conform thereto as part of the contract so far as may be consistent with the terms thereof.

Section 2-1.2 Suggestions to Contractor
Any plan or method of work suggested by Agency or Engineer to Contractor but not specified or required, if adopted or followed by Contractor in whole or in part, shall be used at the risk and responsibility of Contractor; and Agency and Engineer will assume no responsibility therefore and in no way be held liable for any defects in the work which may result from or be caused by use of such plan or method of work.

Section 2-5.5 Water for Construction
Attention is directed to the various sections of the Standard Specifications and these Special Provisions which require the use of water for the construction of this project.

Water for construction purposes as required by these Specifications will be provided by the Goleta Water District at Contractor's expense. City encourages Contractor to use reclaimed water when a fill station is located nearby.

Water required for controlling dust, caused by Contractor's operations and the passage of traffic through the construction site shall be applied as necessary, at Contractor's expense. Contractor shall, whenever possible and not in conflict with these specifications, minimize the use of water 103

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during construction of the project. Watering equipment shall be kept in good working order and water leaks shall be repaired promptly.

Full compensation for providing water for the project will be considered as included in the contract prices paid for the various items of work and no separate payment shall be made, therefor Section 2-7.1 General
City will issue a Contract Change Order (CCO) if a change to the Total Contract Price or Contract Time is necessary. Contractor will not be entitled to any adjustments in either Contract Time or Total Contract Price for changes performed without written direction from City. Adjustments in Contract Time or Total Contract Price for changes performed will not be made until a Contract Change Order is approved.

Section 2-10 Disputed Work
If Contractor and Agency are unable to reach agreement on disputed work, Agency may direct Contractor to proceed with the work. Disputes which remain unresolved will be subject to Section 9 and 10, Claim Resolution Process. Payment will be later determined by mediation, if Agency and Contractor agree thereto, or as fixed in a court of law. Although not to be construed as proceeding under extra work provisions, Contractor shall keep and furnish records of disputed work in accordance with the Contract Documents.

Section 3 – Control of Work
Add the following:

Section 3-7.2 Precedence of the Contract Documents.

In the event of conflicts or discrepancies between the Contract Documents, the provision placing a more stringent requirement on Contractor will prevail. Contractor shall provide the better quality or greater quantity of Work and/or materials, unless otherwise directed by Agency in writing. In the event none of the Contract Documents place a more stringent requirement or greater burden on Contractor, the controlling provision shall be that which is found in the document with higher precedence.

The governing ranking of Contract parts in descending order is:

1. Permits and other governmental approvals;

2. Change Orders and Construction Change Directives, issued after execution of the Agreement

3. Agreement/Contract; including all attachments and Addenda with later Addenda having priority over earlier Addenda

4. City Special Provisions

5. City General Provisions

6. Project Plans

7. Standard Specifications for Public Works Construction, 2018 Edition (Greenbook)

8. City of Goleta standard Plans

9. County of Santa Barbara standard Plans

10. Caltrans Standard Special Provisions for 2015 Standard Specifications

11. Caltrans Revised Standard Specifications

12. Caltrans Standard Specifications

13. Caltrans Revised Standard Plans

14. Supplemental project information
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15. Written numbers and notes on a drawing govern over graphics

16. A detail drawing governs over a general drawing

17. A detail specification governs over a general specification

18. A specification in a section governs over a specification referenced by that section

If a discrepancy is found or confusion arises, submit a Request for Information (RFI.) Section 3-13.3.1 Guaranty
Contractor shall warrant and guarantee the entire work and all parts thereof, including that performed and constructed by Subcontractors, Sub-subcontractors, and others employed directly or indirectly on the work, against faulty or defective materials, equipment or workmanship for the maximum period provided by law. In addition, thereto, for a period of one year commencing on the date of acceptance of the work, Contractor shall, upon the receipt of notice in writing from Agency, promptly make all repairs arising out of defective materials, workmanship or equipment and bear the cost thereof. Agency is hereby authorized to make such repairs and Contractor and Surety shall bear the cost thereof if, ten (10) days after the giving of such notice to Contractor, Contractor has failed to make or undertake with due diligence the repairs, provided, however, that, in the case of an emergency where, in the opinion of Agency, delay could cause serious loss or damage, repairs may be made without notice being sent to Contractor or Surety, and all expense in connection therewith will be charged to Contractor and Surety.

For the purpose of this article, "acceptance of the work" will mean the acceptance of the work by Agency in accordance with the Contract Documents but not for the purpose of extinguishing any covenant or agreement on the part of Contractor to be performed or fulfilled under this contract which has not in fact been performed or fulfilled at the time of such acceptance all of which covenants and agreements shall continue to be binding on Contractor until they have been fulfilled.

The effective date of acceptance of the work for purposes of determining commencement of the warranty period shall be the date of recordation of the Notice of Completion by the County Recorder.

Section 4 – Control of Materials
Add the following:

Section 4-1.1. Retention of Defective Work
If, in the opinion of Engineer, the defective work is not of sufficient magnitude or importance to make the work dangerous or undesirable, or if, in the opinion of Engineer, the removal of such work is impractical or will create conditions which are dangerous or undesirable, Agency will have the right and authority to retain such work instead of requiring it to be removed and reconstructed, but will make such deductions therefore in the payments due or to become due to Contractor as Agency may deem just and reasonable.

Section 5 – Legal Relations and Responsibilities
Add the following:

Section 5-1.1 Mandatory Notification Prior to Excavation Contractor's attention is directed to Section 4215.5 through 4217 of the Government Code of the State of California. This requires that two (2) working days prior to commencing any 105

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excavation "Underground Service Alert of Southern California" be notified by telephone, toll free 1-800-422-4133 or 811, for the assignment of an Inquiry Identification Number.

No excavation shall commence unless Contractor has obtained the Inquiry Identification Number and so notified Engineer.

As part of the performance required, Contractor shall assist Agency to and provide Agency with, any and all compliance required of Agency as an operator under the provisions of California Government Code Sections 4216-4216.5.

Section 5-1.2 Accuracy of Utilities Information`
Locations of existing major utilities, whether above ground or underground, are indicated on the drawings. Agency does not guarantee the accuracy or completeness of this information and it is to be understood that other above-ground and underground facilities not shown on the drawings may be encountered during the course of the work. In any case, existing minor lines are not indicated.

Section 5-4.2 General Liability Insurance
The general liability must be at least combined single limits of no less than $2,000,000 per occurrence for all covered losses and no less than $4,000,000 general aggregate, and must contain:

1. Extension of coverage to City, its officials, officers, agents and employees, as additional insureds, with respect to Contractor's liabilities hereunder in insurance coverages identified above;

2. A provision that coverage will not be canceled or subject to reduction until at least thirty (30) days' prior written notice has been given to City Clerk, addressed to 130 Cremona Drive, Suite B, Goleta, CA 93117;

3. A provision that Contractor's insurance shall apply as primary, and not excess of, or contributing with, City;

4. Contractual liability coverage sufficiently broad so as to include the liability assumed by Contractor in the indemnity and hold harmless provisions of the Standard Condition;

5. A cross liability clause, or equivalent wording, stating that coverage will apply separately to each named or additional insured as if separate policies had been issued to each;

6. A broad form property damage endorsement;

7. A provision that the policies be provided on an "occurrence" basis;

8. Coverage for XCU (explosion, collapse, underground) hazards if applicable to the work; and

9. Products and completed operations coverage.

Umbrella or Excess Liability policies (Over Primary) if used to meet limit requirements shall provide coverage at least as broad as specified for underlying coverages and covering those insured in the underlying policies. Any such policy shall include a drop-down provision providing primary coverage above a maximum $25,000 self-insured retention for liability not covered by primary but covered by the umbrella. Coverage shall be “pay on behalf,” with defense costs payable in addition to policy limits. There shall be no cross-liability exclusion of claims or suits by one insured against another. Coverage shall be applicable to City for injury to employees of Contractor, Subcontractors or others involved in the Work. Limits are subject to review but in no event less than $1,000,000 per occurrence.

Approval of insurance by City or acceptance of the certificate of insurance by City shall not relieve or decrease the extent to which Contractor may be held responsible for payment of 106

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damages resulting from Contractor's services or operation pursuant to the Agreement, nor will it be deemed a waiver of City's rights to insurance coverage hereunder.

Replace entire section 5-4.2-1 with:
5-4.2-1 Policy Forms, Endorsements and Certificates
Provide and maintain current certificates of Insurance on forms supplied by City and evidencing the above coverage to City prior to execution of this Agreement by City. Exercise due diligence to require any and all subcontractors and/or sub-subcontractors and all tiers of such subcontractors to provide General and Automobile Liability, and Workers' Compensation and Employer's Liability Insurance with minimum limits of coverage and upon terms and provisions required above.

Section 6- Prosecution and Progress of the Work
Add the following:

Section 6-1.3 Notice to Proceed
After the execution of the contract, written notice to proceed will be given by Agency to Contractor. Notwithstanding any other provision of the contract, Agency will not be obligated to accept or to pay for any work furnished by Contractor prior to delivery of notice to proceed whether or not Agency has knowledge of the furnishing of such work.

Section 6-4.1.1 Notice of Delays
Whenever Contractor foresees any delay in the prosecution of the work, and in any event immediately upon the occurrence of any delay which Contractor regards as unavoidable, Contractor shall notify Engineer in writing of the probability of the occurrence of such delay and its cause in order that Engineer may take immediate steps to prevent, if possible, the occurrence or continuance of the delay, or, if this cannot be done, may determine whether the delay is to be considered avoidable or unavoidable, how long it continues, and to what extent the prosecution and completion of the work are to be delayed thereby. It will be assumed that any and all delays which have occurred in the prosecution and completion of the work have been avoidable delays, except such delays as shall have been called to the attention of Engineer at the time of their occurrence and found by Engineer to have been unavoidable.

Contractor shall make no claims that any delay not called to the attention of Engineer at the time of its occurrence has been an unavoidable delay.

Section 6-4.1.2 Avoidable Delays
Avoidable delays in the prosecution or completion of the work shall include all delays which in the opinion of Engineer would have been avoided by the exercise of care, prudence, foresight and diligence on the part of Contractor or the subcontractors. The following will be considered avoidable delays within the meaning of the contract: 1) Delay in the prosecution of parts of the work which may in themselves be unavoidable but do not necessarily prevent or delay the prosecution of other parts of the work nor the completion of the whole work within the time herein specified; 2) Reasonable loss of time resulting from the necessity of submitted samples of materials and drawings to Engineer for approval and from making of tests of materials, measurements and inspections; 3) Reasonable interference of other contractors employed by 107

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Agency which do not necessarily prevent the completion of the whole work within the time agreed upon.

Section 6-4.1.3 Extension of Time
In case the work is not completed in the time specified, including such extensions of time as may have been granted for unavoidable delays, Contractor will be assessed damages for delay in accordance with the Contract Documents. Agency, however, will have the right to grant an extension of time for avoidable delay if it is deemed in Agency's best interest to do so. During such extension of time, Contractor will be charged for engineering and inspection services and other costs as provided in the Contract Documents.

Section 6-2.1 Working Hours
Regular working hours shall be within the hours of 7:30 a.m. and 4:30 p.m., unless otherwise authorized by Engineer or as otherwise identified in these Contract Documents. Overtime and shift work may be established as a regular procedure by Contractor only with the written permission of Engineer. Such permission may be revoked at any time. No work will be permitted on Saturdays, Sundays or legal holidays, except such work as is necessary for the proper care and protection of the work already performed or in case of an emergency.

It is unlawful to construct, demolish, excavate, alter or repair any building or structure between the hours of 8:00 p.m. and 6:00 a.m. without the written approval of Engineer. The following required information shall be provided to Engineer in writing a minimum of fourteen (14) calendar days in advance of the commencement of the proposed work:

1. Specific date, hours and location of work

2. Complete description of work to be done

3. Number and type of equipment to be used

4. Noise mitigation measures to be employed

5. Distance of the nearest resident to the work

6. Inspection required

All work in the following commercial zones is prohibited between November 15 and January 2: Hollister Avenue between Pacific Oaks Road and Cortona Drive; Storke Road between the 101 Freeway and Marketplace Drive; Hollister Avenue between Fairview Avenue and Patterson Avenue; Fairview Avenue between Shirrell Way and Carson Street; and Calle Real between Vega Street and Kellogg Avenue.

All work on streets within a School Zone as defined by the California Vehicle Code 40802 shall be limited to days when school is not in session or while students are not traveling to and from school, unless otherwise authorized by Engineer in writing.

To the extent practicable, all work shall be scheduled to minimize inconvenience to the public, such as coordinating the timing of work in a specific area, or to avoid potential conflicts with adjacent private development to the degree possible.
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Section 6-8.1 Completion and Acceptance
A job walk shall be performed at such time as Contractor indicates that all items have been completed. A list of the remaining minor tasks (a punch list) will be prepared by Engineer and given to Contractor.

All punch list items shall be completed during the contract period, and Agency will assess liquidated damages for each day that the punch list items are not completed beyond the contract period. When all items have been completed to the satisfaction of City Engineer, the project will be submitted to City Council recommending accept once the completed work.

Engineer will, in reporting completion to City Council, give the date when the work was completed.

This will be the date when Contractor is relieved from responsibility to protect and maintain the work, except for portions of the work for which Contractor may have previously been relieved of such responsibility in accordance with the Contract Documents.

Section 6-9.1 Liquidated Damages for Avoidable Delay
For each and every day that any portion of the work remains unfinished after the time fixed for completion in the contract documents as modified by any extension of time granted pursuant to Section 6-4.6.3, damage will be sustained by Agency. Because of the difficulty in computing the actual material loss and disadvantage to Agency, it is determined in advance and agreed to by the parties hereto that Contractor will pay Agency the amount of damages set forth herein as representing a reasonable forecast of the actual damages which Agency will suffer by the failure of Contractor to complete the work within the stipulated time. The execution of the agreement shall constitute acknowledgment by Contractor that they have ascertained and agrees that Agency will actually suffer damages in the amount herein fixed for each and every day during which the completion of the work is avoidably delayed beyond the stipulated completion date.

Unless otherwise provided in the contract documents, Contractor shall have no claim or right of action against Agency for damages, costs, expenses, loss of profits, or otherwise because or by reason of any delay in the fulfillment of the contract within the time limited therefore occasioned by any cause or event within or without Contractor's control, and whether or not such delay may have resulted from anything done or not done by Agency of the contract.

Damages for avoidable delays shall be in the amount of $1,000.00 for each consecutive calendar day in excess of the time specified for completion of the work.

Section 7 – Measurement and Payment
Add the following:

Section 7-3.2.1 Request for Payment
Progress payments will be made monthly after, receipt of a properly completed request from Contractor with qualities confirmed and approval by City. Contractor shall submit all such requests for monthly progress payments, and shall include the following forms as applicable:

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Form CC1: Progress Payment Request
This form is to be completed and signed by Contractor and attached as a cover sheet to the request for payment. This form will be mandatory on all contract payment requests.

Form CC2: Progress Payment Request - Detail
This form shall be used by Contractor to provide the detail required to verify the payment quantities.

Form CC3: Quantity Change Verification Form
This form is required before any payment can be made based on actual quantities exceeding bid quantities. At the conclusion of the contract, City will issue a "Balancing Change Order"
incorporating all quantity increases and decreases in the contract items of work.

Form CC4: Final Release Form
This form shall be signed by Contractor and submitted with the final payment request. Contractor shall also sign and submit the Acknowledgement of Final Closeout and Release of Claims with the Final Payment Request, or other documents to the satisfaction of Engineer. City will withhold five (5) percent of all monthly progress payments as retention to assure completion and payment of labor and materials. Retention will be released to Contractor thirty five (35) days after acceptance of the work by City Council and the filling of a Notice of Completion. 110

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CITY OF GOLETA, CA
Public Works Department
Construction Contract
Form CC1 - Progress Payment Request
From: Date: _______________________
Contractor Contract No.: _________________
Payment Request No.: __________
Address
To: CITY OF GOLETA
Public Works Department
130 Cremona Drive, Suite B
Goleta, California 93117
Project Name:

Original Contract Amount: $
Approved Change Orders through #:_______ $
Quantity Changes:
(Requires Project Engineer verification)
$
Total Contract Amount to Date: $

Value of Work Completed to Date: $
Less Retention: $
Less Liquidated Damages: $
Subtotal: $
Less Previous Payments Approved: $
Progress Payment Requested: $

The undersigned Contractor or Contractor's Authorized Representative certifies that to the best of his or her knowledge, information and belief, the work covered in this application for payment has been completed in accordance with the contract documents and the costs shown are true and correct.

Signature Print Name
Title Date
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CITY OF GOLETA, CA
Public Works Department
Construction Contract
Form CC2- Progress Payment Request - Detail
Date: Payment Request No: Contract No.:

Contractor:

Project Name:

ITEM
NO.

DESCRIPTION UNIT BID

QUANTITY
UNIT/
FIRM
PRICE

INPLACE

THIS PERIOD

INPLACE
TOTAL
QTY. OR % EXTN. QTY. OR % EXTN.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 Contractor Signature Date Inspector Signature Date 112

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CITY OF GOLETA, CA
Public Works Department
Form CC3- Quantity Change Verification Form

Date: Contract No.:

Contractor: Project Name:

INSTRUCTIONS
This form is to accompany progress payments where there is quantity changes (variations in quantities authorized as part of the progress or final payment.

The quantity changes in amount of $________________________ accompanying Progress Payment #__________________ have been reviewed and actual quantities verified.

Project Engineer Signature Date

Bid
Item #

Item Description

Variance

Total

ATTACH ADDITIONAL SHEETS IF NECESSARY

Contractor Signature Inspector Signature

Date Date
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CITY OF GOLETA, CA
Public Works Department
Construction Contract
Form CC4- Final Release Payment

From: _____________________________ Date: __________________________ Contractor
Contract No. _____________________

_____________________________ Payment Request No. _______________ Address

_____________________________
Project Name:

To: CITY OF GOLETA, CA
Public Works Department
130 Cremona Drive, Suite B
Goleta, California 93117

Upon settlement of final quantities and approval of a Notice of Completion for the project by the Goleta City Council, including any approved changes, this document shall be effective to release any and all further rights of the Contractor to security for payment, including any worker's, mechanic's or material supplier's lien, stop notice claim or right to bond that the undersigned may have for the work furnished for the project. This document is offered as evidence for settlement of final payment and to induce the City Council to approve such final payment for Contractor in connection with the Project.

This release covers the final payment to the undersigned for all labor, services, equipment and material furnished on the job, including the work of all subcontractors and all materials furnished for all suppliers, and other agents acting on behalf of the undersigned on this work. There are no disputed claims for additional work.

______________________________ _________________________ Contractor Signature: Print Name:
______________________________ _________________________ T i t l e : D a t e :

NOTICE: A signed final release is required with submittal of request for payment. 114

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Post-Construction Waste Reduction & Recycling Summary Report Diversion Requirement: Reduce quantity of materials disposed at landfills by 65% or more.

Column A: List estimated quantities of waste for each material type (in tons). To convert material quantities to tons, use the Materials Conversion Worksheet provided in your packet.

Columns B, C, D: List estimated quantities reused, recycled, or disposed.

Column E: State the name of all vendors or facilities to be used to reuse, recycle or dispose of material listed. See example below for cases where more than one facility will be used for a particular material type.

Column Totals: Add up all quantities listed in Column A. Do the same for Columns B, C and D.

Waste Reduction & Recycling Summary REPORT (WRRS Report) Material Handling Methods - Indicate quantities (in tons only) for each material listed.

Material Type
A
Total Tons
Generated
(A=B+C+D)
B
Quantity
Salvaged or
Reused
C
Recycling
D
Estimated
Disposal
E
Anticipated Material
Destination(s)
(R): Recycled; (D): Disposal
Example:

Cardboard 2 tons 1.5 .5 (R) MarBorg
(D) Tajiguas Landfill
Asphalt & Concrete
Brick/Masonry/Tile
Building Materials (doors, windows,
fixtures, etc.)
Carpet
Carpet padding/Foam
Cardboard
Ceiling tile (acoustic)
Dirt
Drywall (used)
Drywall (new, unpainted sheets or scrap)
Landscape Debris (brush, trees, stumps,
etc.)
Scrap metal
Unpainted Wood and Pallets
Garbage/Trash
Other
Recycled mixed debris
Column Totals

7. To determine if the required 65% project waste reduction will be met, complete the following with the column totals: B + C
/ A = x 100 = %

8. Is the percentage listed in #7 greater than or equal to 65%? YES NO - If “NO” please explain why:

9. Print Name: Signature: Date: __ _ _/__ __/___ _

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ACKNOWLEDGEMENT OF FINAL CLOSEOUT AND RELEASE OF CLAIMS

THIS ACKNOWLEDEMENT OF FINAL CLOSEOUT AND RELEASE OF CLAIMS (Acknowledgement) is made in Goleta, California, this _______ day of __________, _______, by and between the City of Goleta, (Owner), and ___________________________________ (Contractor).

KNOW ALL PERSONS BY THESE PRESENTS:

1. That the undersigned, as the authorized representative of Contractor, and for each of its successors, assigns and partners, for and in consideration of __________________________________________ ($___________), for the original Contract amount, and the sum of
________________________________________ ($___________) for Contract Change Orders Nos.(1) through ______ (__), receipt of which is acknowledged, does release and forever discharge Owner, and each of its successors, assigns, council members, officers, agents, servants, volunteers and employees, from any and all rights, claims, causes of action, demands, debts, obligations, liabilities, actions, damages, costs and expenses (including but not limited to attorneys’, paralegal and experts’ fees, costs and expenses) and other claims, which may be asserted against Owner by reason of any matter or thing which was the subject matter of or basis for:

A. The performance of all terms and conditions of the Public Works Contract agreement dated ____________, for Owner project described as the _______________________________________________Project.

B. Change Orders Nos. one (1) through __________ (___), as approved by the parties, pertaining to Purchase Order No. _____

2. Nothing contained in this Acknowledgement shall waive or alter the rights, privileges, and powers of Owner or the duties, liabilities and obligations of Contractor and its surety(ies) in respect to any portion of the Contract.

3. Owner has received the following claims from Contractor _________________ ______________________________________________________________.

Except as expressly provided in this section, Owner has received no other claims from Contractor.

4. Upon execution of this Acknowledgement, Owner agrees to promptly initiate the process for City Council to approve the Notice of Completion (NOC) and record the NOC with the Santa Barbara County Recorder.

5. Contractor and Owner agree that the total adjusted Contract Price and time of performance after the execution of change orders, is as follows:

Original Contract Price $______________________ Original Calendar Days ___________________ days Adjusted Contract Price with Change Orders $______________________ Adjusted Calendar Days ___________________ days 116

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Final Contract Price Per Actual Work Completed $______________________ Final Retention Amount $______________________

6. The retention will be released to Contractor within thirty-five (35) days after acceptance of the work by the City Council and the filing of a Notice of Completion.

7. It is understood and agreed by Contractor that the facts with respect to which the release provided pursuant to this Acknowledgement is given may turn out to be other than or different from the facts as now known or believed to be, and Contractor expressly assumes the risk of the facts turning out to be different than they now appear, and agrees that the release provided pursuant to this Acknowledgement shall be, in all respects, effective and not subject to termination or rescission by any such difference in facts and Contractor expressly waives any and all rights it has or may have under California Civil Code Section 1542, which provides as follows:
"A general release does not extend to claims which the creditor does not know or suspect to exist in his favor at the time of executing the Release which if known by him must have materially affected his settlement with the debtor."

8. The release made by Contractor is not to be construed as an admission or admissions of liability and Contractor denies any such liability. Contractor agrees that it will forever refrain and forebear from commencing, instituting or prosecuting any lawsuit, action or other proceeding against Owner based on, arising out of, or in any way connected with the subject matter of this release.

9. Except as specifically provided in this Acknowledgement, Contractor releases Owner from all claims, including but not limited to those of its Subcontractors for all delay and impact costs, if any.

10. Contractor represents and warrants to Owner that Contractor has not assigned or transferred or purported to assign or transfer to any person, firm, corporation, association or entity any of the rights, claims, warranties, demands, debts, obligations, liabilities, actions, causes of action, damages, costs, expenses and other claims and Contractor agrees to indemnify and hold harmless Owner, its successors, assigns, council members, officers, agents, servants, volunteers and employees, from and against, without limitation, any and all rights, claims, warranties, demands, debts, obligations, liabilities, actions, causes of action, damages, costs, expenses and other claims, including but not limited to attorneys’, paralegal and experts’ fees, costs and expenses arising out of or connected with any such assignment or transfer or purported assignment or transfer.

11. The parties acknowledge that they have been represented by counsel of their own choice in connection with the preparation and execution of this Acknowledgement. The parties acknowledge and represent that they understand and voluntarily consent and agree to each and every provision contained in this Acknowledgement.

12. The persons executing this Acknowledgement represent and warrant to the other party that the execution and performance of the terms of this Acknowledgement have been 117

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duly authorized by all individual, corporate, partnership, or other entity requirements and that such persons have the right, power, legal capacity and authority to execute and enter into this Acknowledgement.

13. The parties further acknowledge and represent that no promise, inducement or agreement, not expressed in this Acknowledgement, have been made and that, with respect to the matters considered, this Acknowledgement contains the entire agreement among the parties and that the terms of the Acknowledgement are contractual and not a mere recital.

CITY OF GOLETA CONTRACTOR

__________________________ _________________________
By/Title Date By/Title Date

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Replace Section 7-3.5.2 Increases of More Than 25 Percent

Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 25 percent, payment for the quantity in excess of 125 percent of the Bid quantity will be made on the basis of a decrease in the Contract Unit Price mutually agreed to by Contractor and Agency, or in the event mutual agreement cannot be reached, on the basis of Extra Work per 7-4 or at the Contract Unit Price at Agency’s option. The Extra Work per 7-4, basis of payment, shall not include fixed costs. Fixed costs will be deemed to have been recovered by Contractor through payment for 125% of the Bid quantity at the Contract Unit Price.

Section 7-3.5.3 Decrease of More Than 25 Percent.

Agency, at its sole discretion, may decrease the quantities of the items of work to be completed under this contract. In such an event, payment will be made based upon the decrease in quantity at the Contract Unit Price, except for Major Bid Items as described below. A Major Bid Item is defined as a single Contract item constituting 10% or more of the original Total Contract Price. In the case of a decrease in a Major Bid Item, the following will apply:

Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed with the Plans and Specifications, be less than 75 percent of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by Contractor.

If Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by Contractor and Agency, or at the option of Engineer, on the basis of Extra Work per 3-3; however in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for 75 percent of the Bid quantity at the Contract Unit Price.

Section 7-3.8 Eliminated Items

Should any Contract item be deleted in its entirety, payment will be made only for actual cost incurred for that item prior to notification of such deletion.

Section 7-4.3 Makeup
Add the following:

Section 7-4.3.1 Work by Contractor. The following percentages shall be the maximum allowed to be added to Contractor’s costs and shall constitute the maximum markup for all overhead and profits:
1) Labor 15%
2) Materials 10%
3) Equipment Rental 10%
4) Other Items and Expenditures 10%

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To the sum of the costs and markups provided for in this subsection, one (1) percent shall be added as compensation for bonding.

Section 7-4.3.2 Work by Subcontractor.

When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 7-4.3.1 shall be applied to Subcontractor’s actual cost of such work. A markup of ten (10) percent on the first $5,000 of the subcontracted portion of the extra work and a markup of fine (5) percent on work in excess of $5,000 of the subcontracted portion of the extra work may be added for Contractor's costs and supervision.

Section 8 – No changes
Section 9– Claim Resolution Process
Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The intent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Section shall be construed to be consistent with said statutes.

For purposes of these procedures, “Claim” means a separate demand by Contractor, after Agency has denied Contractor’s timely and duly made request of payment in accordance with the Standard Specifications for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of Contractor pursuant to the Contract for a public work and payment of which is not otherwise entitled to, or (C) an amount the payment of which is disputed by Agency.

The following requirements apply to all claims to which this section applies:

Section 10 – Potential Claims and Dispute Resolution
Add the following:

Section 10-1 Potential Claim
Any demand or assertion by Contractor seeking an adjustment of Contract Price and/or Contract Time, or other relief, for any reason whatsoever, must be in strict compliance with the requirements of the Contract Documents. For purposes of this Section 10-1, any and all work relating to any such demand or assertion shall be referred to as “Disputed Work,” regardless of whether the basis of the demand or assertion arises from an interpretation of the Contract Documents, an action or inaction of Contractor, Engineer, or City, or any other event, issue, or circumstance. Contractor shall bear all costs incurred in complying with the provisions of this Section 10-1.

120

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Promptly upon becoming aware of any event, issue, or circumstance including, but not limited to, disputes arising under the Contract, the acts or omissions of Engineer or City or by operation of law, which Contractor believes, in whole or in part, provides a basis for an adjustment of Contract Price and/or Contract Time. Or that Contractor’s performance is excused, or other relief, Contractor shall provide a signed written Initial Notice of Potential Claim to Engineer in a format acceptable to City. Contractor shall provide a signed written initial notice of potential claim to Engineer within five (5) days from the date the dispute first arose and before commencing any disputed work. The initial notice of potential claim shall provide the nature and circumstances involved in the dispute which shall remain consistent through the dispute. The initial notice of potential claim shall be submitted on Form CEM 6201A available on Caltrans’ website and shall be certified with reference to the California False Claims Act, Government Code Sections 12650 12655.

Assign an exclusive identification number for each dispute, determined by chronological sequencing, based on the date of the dispute.

The exclusive identification number for each dispute shall be used on the following corresponding documents:

1. Initial notice of potential claim.

2. Supplemental notice of potential claim.

3. Full and final documentation of potential claim.

4. Corresponding claim included in Contractor's written statement of claims.

Provide Engineer the opportunity to examine the site of work within five (5) days from the date of the initial notice of potential claim. Proceed with the performance of contract work unless otherwise specified or directed by Engineer.

Throughout the disputed work, maintain records that provide a clear distinction between the incurred direct costs of disputed work and that of undisputed work. Allow Engineer access to your project records deemed necessary by Engineer to evaluate the potential claim within 20 days of the date of Engineer's written request.

Within 15 days of submitting the initial notice of potential claim, submit a signed supplemental notice of potential claim to Engineer that provides the following information:

1. The complete nature and circumstances of the dispute which caused the potential claim.

2. The contract provisions that provide the basis of claim.

3. The estimated cost of the potential claim, including an itemized breakdown of individual costs and how the estimate was determined.

4. A time impact analysis of the project schedule that illustrates the effect on the scheduled completion date due to schedule changes or disruptions where a request for adjustment of contract time is made.

Include your complete reasoning for additional compensation or adjustments.

Submit the supplemental notice of potential claim on Form CEM 6201B furnished by the Department and certify with reference to the California False Claims Act, Government Code Sections 12650 12655. Engineer will evaluate the information presented in the 121

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supplemental notice of potential claim and provide a written response within 20 days of receipt. If the estimated cost or effect on the scheduled completion date changes, update information in items 3 and 4 above as soon as the change is recognized and submit this information to Engineer.

Within 30 days of the completion of work related to the potential claim, submit the full and final documentation of potential claim to Engineer that provides the following information:

(1.) A detailed factual narration of events fully describing the nature and circumstances that caused the dispute, including, but not limited to, necessary dates, locations, and items of work affected by the dispute.
(2.) The specific provisions of the contract that support the potential claim and a statement of the reasons these provisions support and provide a basis for entitlement of the potential claim.
(3.) When additional monetary compensation is requested, the exact amount requested calculated in conformance with the Contract Documents including an itemized breakdown of individual costs. These costs shall be segregated into the following cost categories:

3.1. Labor – A listing of individuals, classifications, regular hours and overtime hours worked, dates worked, and other pertinent information related to the requested reimbursement of labor costs.

3.2. Materials – Invoices, purchase orders, location of materials either stored or incorporated into the work, dates materials were transported to the project or incorporated into the work, and other pertinent information related to the requested reimbursement of material costs.

3.3. Equipment – Listing of detailed description (make, model, and serial number), hours of use, dates of use, and equipment rates. Equipment rates shall be at the applicable State rental rate as listed in the Department of Transportation publication entitled "Labor Surcharge and Equipment Rental Rates," in effect when the affected work related to the dispute was performed.

3.4. Other categories as specified by Contractor or Engineer.

(4.) When an adjustment of contract time is requested, include the following:

4.1. The specific dates for which contract time is being requested.

4.2. The specific reasons for entitlement to a contract time adjustment.

4.3. The specific provisions of the contract that provide the basis for the requested contract time adjustment.

4.4. A detailed time impact analysis of the project schedule. The time impact analysis shall show the effect of changes or disruptions on the scheduled completion date to demonstrate entitlement to a contract time adjustment.

(5.) The identification and copies of documents and the substance of oral communications that support the potential claim.

The full and final documentation of the potential claim shall be submitted on Form CEM 6201C furnished by the Department and shall be certified with reference to the California False Claims Act, Government Code Sections 12650 12655. 122

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Pertinent information, references, arguments, and data to support the potential claim shall be included in the full and final documentation of potential claim. Information submitted subsequent to the full and final documentation submittal will not be considered.

Information required in the full and final documentation of potential claim, as listed in items 1 to 5 above, that is not applicable to the dispute may be exempted as determined by Engineer. No full and final documentation of potential claim will be considered that does not have the same nature and circumstances, and basis of claim as those specified on the initial and supplemental notices of potential claim.

If you, in conjunction with or subsequent to the assertion of a potential claim, request inspection and copying of documents or records in the possession of City that pertain to the potential claim, you must make your records of the project, as deemed by City to be pertinent to the potential claim, available to City for inspection and copying."

Unless otherwise specified, Engineer will evaluate the information presented in the full and final documentation of potential claim and provide a written response within 30 days of receipt. Engineer's receipt of the full and final documentation of potential claim shall be evidenced by postal receipt or Engineer's written receipt if delivered by hand. If you submit full and final documentation of potential claim after acceptance of the work by City, Engineer need not provide a written response.

10-2 Dispute Resolution
All disputes and claims arising under or by virtue of this contract shall be directed to and be determined by Public Works Director. Director’s determination can be appealed to City Manager or their designee. The determination by City Manager or their designee of disputes and claims shall constitute the decision of City; provided, however, that Article

1.5 (commencing with Section 20104) of Chapter 1 of Part 3 of Division 2 of the Public Contract Code shall apply to the public works claim of $375,000 or less.

10-3 Dispute Resolution - Claims exceeding $375,000
Any claim, dispute, or other matter in question arising out of or related to the Contract or Project exceeding three-hundred seventy-five thousand dollars ($375,000.00) that cannot be resolved between City and Contractor shall be resolved by the Santa Barbara County Superior Court.
10-4 Claims Procedures as a Prerequisite to Filing Suit Contractor acknowledges and agrees that its failure to submit any notice of potential claim or claim arising under this Contract in accordance with Section10, will constitute a waiver of Contractor’s right to additional compensation and/or extension of time. Failure to follow the provisions set forth in this Contract shall constitute a waiver of Contractor’s right to receive any additional time or money as a result of any event giving rise to a claim or request for change order. Notwithstanding any other provisions in the Contract relating to any additional time or money which Contractor may be entitled to upon the occurrence of any directive or other event, or any other circumstance, Contractor must comply with the provisions of Section 10 to avoid a waiver of any such entitlement to any additional time or money. Contractor’s failure, neglect, or refusal to comply with the requirements of 123

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Section 10, or any portion thereof, shall bar Contractor’s request for additional compensation or adjustments to contract time. Such failure, neglect, or refusal prejudices City’s and Engineer’s ability to recognize and mitigate delay, and such failure, neglect, or refusal prevent the timely analysis of requests for adjustment of contract time, and whether such adjustments may be warranted. Contractor hereby waives all rights to additional compensation or adjustments of contract time due to delays or accelerations that result from or occur during periods of time for which Contractor fails, neglects, or refuses to fully comply with the requirements of Section 10.

Section 10-5 Government Code Claims.

Notwithstanding Contractor’s participation in dispute resolution proceedings or other claims procedures under the Contract, such proceedings are in addition to Contractor’s obligation to present a written Government Code claim in accordance with Section 900 et al of the California Government Code, which is a prerequisite to filing a lawsuit for money or damages against . Contractor further acknowledges that notwithstanding Contractor’s compliance with the claims procedures set forth in Section 10or in the Contract Documents, such procedures are in addition to Contractor’s obligation to comply with the claims procedures set forth in Government Code sections 900 et al prior to filing a lawsuit against City for any such claim. Failure to submit a Government Code claim or comply with the claims provision contained in Section 10 or in the City Special Provisions, shall bar Contractor from bringing and maintaining a valid lawsuit against City.

Section 10-6 Participation in Dispute Resolution Proceedings.

Contractor and City agree that all parties necessary to resolve a claim or dispute should be parties to the same dispute resolution proceeding. Contractor agrees upon request of City to be joined in any mediation or arbitration when Contractor’s presence is required if complete relief is to be accorded and to prevent the possibility of conflicting rulings on a common issue of law or fact and otherwise to prevent the risk of the parties being subjected to inconsistent obligations or decisions.

Section 10-7 Contractor’s Continuing Obligations.

At all times during the processing of Contractor’s potential Claim, including, but not limited to, in response to a work directive issued by Engineer, Contractor shall diligently proceed with the performance of the Disputed Work and other Work, unless otherwise specified or directed by Engineer.

Contractor shall provide Engineer the opportunity to examine the site of the Disputed Work as soon as reasonably possible, and in no event later than five (5) days from the date of the Initial Notice of Potential Claim. Throughout the processing of Contractor’s potential Claim, Contractor shall provide Engineer a reasonable opportunity to examine the site of the Disputed Work within five (5) days of the date of Engineer’s written request therefor.

Contractor shall promptly respond to any requests for further information or documentation regarding Contractor’s potential Claim.

Although not to be construed as proceeding with force account work, throughout the performance of the Disputed Work, Contractor shall maintain daily records in accordance with the Contact Documents that provide a clear distinction between the incurred direct 124

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costs of Disputed Work and other Work. Contractor shall allow Engineer access to its project records deemed necessary by Engineer to evaluate the potential Claim within 15 days of the date of Engineer's written request.

All subcontractor’s and material supplier’s claims of any type shall be brought only through Contractor pursuant to the provisions of this Section 10 and Contractor’s prior good faith review pursuant to the Contract Documents. Under no circumstances shall any Subcontractor or material supplier make any direct claim against City.

Except where provided by law, or elsewhere in these Contract Documents, CITY SHALL

NOT BE LIABLE FOR SPECIAL OR CONSEQUENTIAL DAMAGES AND
CONTRACTOR SHALL NOT INCLUDE THEM IN ITS CLAIMS. Contractor will be limited in its recovery on any Claim(s) to the adjustments allowed in the Contract Documents.

During each step in the processing of Contractor’s Claim, each notice shall be accompanied by Contractor’s written statement that the adjustment or relief claimed is the entire adjustment or relief to which the claimant believes it is entitled as a result of the event, issue, or circumstance giving rise to the Claim.

Under no circumstances may Contractor submit an Initial Notice of Potential Claim, Supplemental Notice of Potential Claim, or Notice of Final Claim after the date of final payment.

Section 10-8 Notice of Third-Party Claims.

City will provide Contractor with prompt written notice of the receipt of any third-party claim relating to the Contract in accordance with Public Contract Code section 9201 by sending a copy of the third-party claim to Contractor at the address indicated in the Agreement via first class.

125
2023 Pavement Rehabilitation Project

SECTION F
CITY OF GOLETA (herein referred to as City)

SPECIAL PROVISIONS
2023 PAVEMENT REHABILITATION PROJECT

THE SPECIAL PROVISIONS CONTAINED HEREIN HAVE BEEN

PREPARED BY OR UNDER THE DIRECTION OF THE FOLLOWING
REGISTERED PERSONS:

Prepared by:

___________________________________________
Joseph L. Ririe, PE Date Senior Principal Engineer
Pavement Engineering, Inc.

Received By:

___________________________________________
Charles W. Ebeling, P.E., T.E. Date Public Works Director, City of Goleta

126
2023 Pavement Rehabilitation Project
2 TABLE OF CONTENTS
SECTION 900 GENERAL REQUIREMENTS ................................................................... 6 900-1 General Description of the Work ............................................................................. 6 900-2 Standard Specifications and Details ....................................................................... 6 900-3 Award and Execution of Contract ........................................................................... 8 900-4 Order of Work ......................................................................................................... 9 900-5 Requirements of the Work .................................................................................... 10 900-6 Public Notification ................................................................................................. 15 900-7 Permits .................................................................................................................. 16 900-8 Relations with California Department of Transportation ....................................... 17 900-9 Liquidated Damages ............................................................................................. 17 900-10 Review of Contract Documents and Job Site ..................................................... 19 900-11 Right-of-Way ....................................................................................................... 20 900-12 Construction Surveys .......................................................................................... 21 900-13 Lines and Grades ................................................................................................ 21 900-14 Preserving Survey Monumentation ..................................................................... 22 900-15 Measurement and Payment ................................................................................ 23 900-16 Protection and Restoration of Existing Improvements ........................................ 23 900-17 Utility Requirements and Potholing ..................................................................... 24 900-18 Subsurface Conditions ........................................................................................ 26 900-19 Pre-Construction Job Site Video ......................................................................... 27 900-20 Pre-Construction Conference ............................................................................. 27 900-21 Weekly Project Schedule and Meetings ............................................................. 28 900-22 Project Schedule ................................................................................................. 28 900-23 Coordination with Concurrent Projects ............................................................... 31 900-24 Submittals ........................................................................................................... 31 900-25 Submittal Process ............................................................................................... 33 900-26 Lump Sum Bid Items ........................................................................................... 35 900-27 Daily Report ........................................................................................................ 36 900-28 Testing ................................................................................................................ 36 900-29 Quality Control .................................................................................................... 38 900-30 Inspection ............................................................................................................ 41 900-31 Superintendence ................................................................................................. 41 900-32 Responsibility for Job Site Conditions ................................................................. 42 900-33 General Safety Requiremen
ts ............................................................................. 42 900-34 Recoverable Materials ........................................................................................ 46 900-35 Project Appearance and Cleanup ....................................................................... 46 900-36 Differing Conditions ............................................................................................. 46 900-37 Final Inspection and Punch List .......................................................................... 48 900-38 Construction As-Built Drawings .......................................................................... 48 900-39 Closeout Procedures .......................................................................................... 49 900-40 Measurement and Payment ................................................................................ 49 900-41 Partial Payments ................................................................................................. 50 900-42 Final Payments and Claims ................................................................................ 51 SECTION 901 MOBILIZATION ....................................................................................... 52 901-1 General Requirements .......................................................................................... 52 901-2 Measurement and Payment .................................................................................. 52 127
2023 Pavement Rehabilitation Project
3 SECTION 902 TRAFFIC CONTROL, PARKING RESTRICTION, AND SIGNAGE ........ 53 902-1 General ................................................................................................................. 53 902-2 Traffic Control Plan and Requirements ................................................................. 54 902-3 Construction Signage ............................................................................................ 59 902-4 Street Work Requirements .................................................................................... 60 902-5 Temporary Pavement Markers ............................................................................. 60 902-6 Measurement and Payment .................................................................................. 60 SECTION 903 WATER POLLUTION CONTROL PLAN (WPCP) ................................... 60 903-1 General ................................................................................................................. 60 903-2 Construction .......................................................................................................... 62 903-3 Measurement and Payment .................................................................................. 65 SECTION 904 MEASUREMENT AND PAYMENT ......................................................... 67 904-1 General ................................................................................................................. 67 904-2 Measurement and Payment .................................................................................. 67 SECTION 905 ROADWAY PREPARATION ................................................................... 68 905-1 Scope ................................................................................................................... 68 905-2 Removal and Disposal of Materials ...................................................................... 68 905-3 Concrete Removal ................................................................................................ 70 905-4 Asphalt Concrete Removal ................................................................................... 71 905-5 Unclassified Excavation ........................................................................................ 71 905-6 Subgrade Preparation and Placement of Base Materials ..................................... 71 905-7 Measurement and Payment .................................................................................. 71 SECTION 906 CRACK SEAL ......................................................................................... 72 906-1 General ................................................................................................................. 72 906-2 Materials ............................................................................................................... 72 906-3 Construction .......................................................................................................... 72 906-4 Measurement and Payment .................................................................................. 72 SECTION 907 SLURRY SEAL ....................................................................................... 73 907-1 General ................................................................................................................. 73 907-2 Materials ............................................................................................................... 73 907-3 Construction .......................................................................................................... 74 907-4 Measurement and Payment .................................................................................. 77 SECTION 908 MICRO-SURFACING WITH BLACK ROCK ........................................... 78 908-1 General ................................................................................................................. 78
908-2 Materials ............................................................................................................... 78 908-3 Construction .......................................................................................................... 83 908-4 Measurement and Payment .................................................................................. 86 SECTION 909 ASPHALT TACK COAT .......................................................................... 87 909-1 Scope ................................................................................................................... 87 909-2 Materials ............................................................................................................... 87 909-3 Construction .......................................................................................................... 87 909-4 Measurement and Payment .................................................................................. 88 128
2023 Pavement Rehabilitation Project
4 SECTION 910 HOT MIX ASPHALT (HMA) .................................................................... 89 910-1 General ................................................................................................................. 89 910-2 Materials ............................................................................................................... 89 910-3 Construction .......................................................................................................... 98 910-4 Measurement and Payment ................................................................................ 103 SECTION 911 COLD PLANING (MILLING & KEYCUTS) ............................................ 104 911-1 Scope 104
911-2 Equipment ........................................................................................................... 104 911-3 Construction ........................................................................................................ 104 911-4 Removal and Disposal of Material ...................................................................... 105 911-5 Temporary Transitions ........................................................................................ 106 911-6 Measurement and Payment ................................................................................ 106 SECTION 912 REMOVE AND REPLACE HOT MIX ASPHALT (HMA) ....................... 107 912-1 General ............................................................................................................... 107 912-2 Materials ............................................................................................................. 107 912-3 Construction ........................................................................................................ 107 912-4 Measurement and Payment ................................................................................ 108 SECTION 913 TREE/ROOT TRIMMING, PRUNING AND REMOVAL ........................ 109 913-1 General ............................................................................................................... 109 913-2 Construction ........................................................................................................ 109 913-3 Measurement and Payment ................................................................................ 111 SECTION 914 PULVERIZATION AND ROUGH GRADING ......................................... 112 914-1 General ............................................................................................................... 112 914-2 Materials ............................................................................................................. 112 914-3 Construction ........................................................................................................ 112 914-4 Measurement and Payment ................................................................................ 113 SECTION 915 CEMENT TREATMENT ........................................................................ 114 915-1 General ............................................................................................................... 114 915-2 Materials ............................................................................................................. 114 915-3 Definitions ........................................................................................................... 114 915-4 Submittals ........................................................................................................... 114 915-5 Mix Design .......................................................................................................... 114 915-6 Construction ........................................................................................................ 115 915-7 Engineer’s Acceptance ....................................................................................... 117 915-8 Measurement and Payment ................................................................................ 118 SECTION 916 AGGREGATE BASE ............................................................................. 119 916-1 General ............................................................................................................... 119 916-2 Measurement and Payment
................................................................................ 119 SECTION 917 SHOULDER BACKING ......................................................................... 120 917-1 Scope ................................................................................................................. 120 917-2 Materials ............................................................................................................. 120 917-3 Construction ........................................................................................................ 120 917-4 Measurement and Payment ................................................................................ 120 129
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5 SECTION 918 CONCRETE CONSTRUCTION ............................................................ 121 918-1 General ............................................................................................................... 121 918-2 Materials ............................................................................................................. 121 918-3 Construction ........................................................................................................ 124 918-4 Measurement and Payment ................................................................................ 127 SECTION 919 ADJUSTING UTILITY COVERS TO FINISH GRADE ........................... 128 919-1 Scope ................................................................................................................. 128 919-2 Construction ........................................................................................................ 128 919-3 Measurement and Payment ................................................................................ 129 SECTION 920 TRAFFIC STRIPING, MARKINGS & SIGNS ........................................ 130 920-1 General ............................................................................................................... 130 920-2 Materials ............................................................................................................. 130 920-3 Construction ........................................................................................................ 132 920-4 Measurement and Payment ................................................................................ 134 SECTION 921 PARKING BUMPERS ........................................................................... 135 921-1 Scope ................................................................................................................. 135 921-2 Materials ............................................................................................................. 135 921-3 Construction ........................................................................................................ 135 921-4 Measurement and Payment ................................................................................ 135 SECTION 922 BARRIERS ............................................................................................ 136 922-1 Scope ................................................................................................................. 136 922-2 Materials and Construction ................................................................................. 136 922-3 Measurement and Payment ................................................................................ 136 SECTION 923 ELECTRICAL WORK ............................................................................ 137 923-1 Scope ................................................................................................................. 137 923-2 Materials ............................................................................................................. 137 923-3 Construction ........................................................................................................ 137 923-4 Measurement and Payment ................................................................................ 139

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6 SECTION 900 GENERAL REQUIREMENTS
900-1 General Description of the Work
A. The work to be performed includes but is not limited to:

Furnishing all labor, materials, tools, and equipment necessary for placement of HMA pavement materials such as RHMA pavement overlay, and HMA mill and fill; pulverizing, treating, removal, and disposal of the HMA roadway section; replacement and compaction of subsurface material; setup and maintenance of traffic control systems; construction of PCC curb ramps, curbs & gutters, placement of crushed aggregate base and HMA pavement; replacement of traffic striping and markings; and clean-up of project area; and other related work as necessary to provide a complete project; all in accordance with the Standard Specifications, General Provisions, plans, and these Special Provisions
B. Existing improvements, visible at the Work or which can be reasonably ascertained by available information to exist, and which interfere with the completion of the Work but which no specific disposition is made on the Plans or Specifications, shall be addressed by Contractor as follows:

1. Existing improvements which interfere with the completion of the Work shall be removed and replaced, in kind. The exact location and alignment of the replacement shall be confirmed with Engineer prior to removal and adjustments to the location to conform to the Work shall be made as necessary.

2. Engineer may determine that the existing improvements are to be removed and not replaced. Removed improvements shall be properly disposed of by Contractor.

3. The area where existing improvements were removed shall be restored to conform with the Work and match the surrounding area. Restoration shall conform to adjacent improvements.

4. All costs for addressing proposed improvements in conjunction with existing improvements shall be included in the bid.
900-2 Standard Specifications and Details
The work provided herein must conform to and be in accordance with the Contract Plans, General Provisions and Special Provisions, as well as the Standard Specifications for Public Works Construction (“SSPWC”), written and promulgated by the Public Works Standards, Inc.; herein referred to as the “Standard Specifications,” the 2018 State of California Department of Transportation Standard Specifications; hereinafter referred to as the “State Standard Specifications”, California Manual on Uniform Traffic Control Devices (CA MUTCD), City of Goleta Standards, hereinafter referred to as the “City Standards,” and County of Santa Barbara Standards, herein referred to as the “County Standards.”
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7 A. Whenever in the Contract Documents references are made to published specifications, codes, standards, or other requirements, it is understood that if a date is not specified, only the latest specifications, standards, or requirements of the respective issuing agency which have been published as of the date that the Work is advertised for bids will apply; except to the extent that such standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the drawings will be waived because of any provision of, or omission from, the standards or requirements.
900-2a Obtaining Plans and Specifications
A Project Manual, including all Contract Documents and the Proposal forms for bidding on this project, may be obtained online using www.planetbids.com. The service requires that Contractor establish a username and password in order to download and/or order plans and specifications.
900-2b Questions
Questions shall be submitted in writing to https://home.planetbids.com/ no later than (5) five working days prior to the bid opening. Questions submitted after the above-listed deadline will not be addressed and will be returned to Contractor. City will respond in writing to the questions (3) three working days prior to the bid opening. 900-2c Required Listing of Proposed Subcontractors
The bidder’s attention is invited to other provisions of said Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized Subcontractors or by making unauthorized substitutions.

A sheet for listing Subcontractors, as required herein, is included in the Proposal. 900-2d Guaranty and War Bond
Contractor hereby agrees to make, at its sole expense, all repairs or replacements necessitated by defects in materials or workmanship, supplied under terms of the Contract Documents, and pay for any damage to other works resulting from such defects, which becomes evident within one (1) year after the date of acceptance of the Project as evidenced by the Notice of Completion recorded by City. Unless otherwise provided in Contract Documents, the one (1) year warranty period is the shortest duration, and such duration may be a longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents. Contractor further assumes responsibility for a similar guarantee for all work and materials provided by subcontractors or manufacturers of packaged equipment components. Contractor also agrees to indemnify, defend, and hold City harmless from liability of any kind arising from damage due to said defects.

Contractor shall repair failed areas in full, from lane line to lane line. All work done on failed areas shall be done in accordance with these Special Provisions and as directed by Engineer.
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8 Contractor shall execute and submit a completed Warranty Bond provided by City for the Project. The Warranty Bond shall be submitted prior to the Notice of Completion date.

Contractor shall, upon receipt of notice in writing from City, promptly make all repairs arising out of defective materials, workmanship, or equipment. City is hereby authorized to make such repairs, and Contractor and its Surety shall be liable for the cost thereof, if fifteen (15) working days after City giving of such notice to Contractor, Contractor has failed to make or undertake the repairs with due diligence. In case of emergency, where in the opinion of City delay could cause serious loss or damage, repairs may be made without notice being sent to Contractor, and the expense in connection therewith shall be charged to Contractor, and/or its Surety shall be liable for the cost thereof.

Prior to the expiration of the warranty period, City reserves the right to hold a meeting and to require the attendance of Contractor. The purpose of the meeting is to review warranties, bonds, and maintenance requirements and determine the required repair or replacement of defective items. For the purpose of this paragraph, acceptance of the Work or a portion of the Work by City, shall not extinguish any covenant or agreement on the part of Contractor to be performed or fulfilled under this Contract which has not, in fact, been performed or fulfilled at the time of such acceptance. All covenants and agreements shall continue to be binding on Contractor until they have been fulfilled.

Nothing in the Contract Documents shall be construed to limit, relieve, or release Contractor’s, subcontractor’s and/or equipment supplier’s liability to City for damages sustained as the result of latent defects in the equipment furnished or work performed. Further, nothing in the Contract Documents shall be deemed to be a waiver by City of any rights or remedies, or time limits in which to enforce such rights or remedies, that it may have against Contractor, subcontractors, suppliers of the equipment and work performed under the Contract Documents. 900-3 Award and Execution of Contract
900-3a Award of Contract
The award of the contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed.

The project has been set up using a Base Bid/Alternative Bid format. City shall determine the lowest responsible, responsive bidder based on the lowest total of Base Bid plus the Alternate Bid Substitutions. City, if it chooses to award, shall award the contract to the lowest responsible, responsive bidder based on the criteria listed above. City may, at its discretion, award the contract for base bid only or base bid plus 1 or any/all alternative bid substitutes. Contractor must submit for all Base Bid items and Alternative Bid Substitutions. No response or a response of zero on any bid items will be deemed a non-responsive bid.
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9 Bid protests shall be submitted as outlined in the Notice to Contractors.

The contract shall be executed by the successful bidder and shall be returned, together with the contract bonds, to the Agency so that it is received within 10 days, not including Saturdays, Sundays, and legal holidays, after the bidder has received the contract for execution. Failure to do so shall be just cause for forfeiture of the proposal guaranty. The executed contract documents shall be delivered to the office of City Clerk at 130 Cremona Drive, Suite B, Goleta, California 93117. 900-3b Additional Contract Documents
Engineer will furnish to Contractor on request and free of charge, five copies of the contract documents, and five sets of full-size plans. Copies of contract documents or plans in addition to that which will be provided by Engineer may be obtained by paying the actual cost of reproducing the contract documents or plans. 900-4 Order of Work
A. Contractor must control operations such that the following conditions can be met:

General:

1. Contractor shall commence work per Construction Schedule and Commencement of Work. Contractor shall begin work promptly, as stated in General Provisions, and shall not suspend work or abandon site until job is complete.

2. All tree root removals and PCC repairs on any given street must be constructed and accepted by the Agency prior to full depth reclamation, or HMA/RHMA resurfacing work.

3. Milled pavement surfaces shall be paved back with the asphalt concrete base or leveling course within five days after milling and base repairs (digouts) have been completed.

4. Coordinate, perform, and construct improvements per the Contract Documents. Contractor shall allow utility owners access to the work and shall schedule around interference by utility owners performing concurrent work.

5. Various items of concrete construction shall be installed or replaced shortly after demolition and removal has begun. In no case shall removal take place unless Contractor can complete installation and replacement within the following time periods.

6. Contractor shall coordinate with adjacent property owners/tenants in order to schedule demolition/construction activities in order to minimize impacts to residents and/or business operations.
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10 7. Contractor shall schedule the work such that permanent paving shall be completed within five working days after cold planing and within 5 working days after cement treatment. Contractor shall schedule the cold planing work such that the pavement leveling course (base course) can be completed immediately after milling and digouts are complete. 900-5 Requirements of the Work
A. All work must be coordinated with the Traffic Control Plan, Project Schedule, Contract Period, Submittals and other requirements of these Contract Documents.

B. Contractor must maintain a minimum of one lane, not less than 12 feet wide, in each direction of travel at all times.

C. All movements at intersections must be maintained.

D. No lanes may be closed prior to 8:00 a.m. and all lanes must be opened by 4:00 p.m.

E. To allow for adequate intersection inspection of the work by City and minimize impacts on surrounding neighborhoods the following contract items shall have the hours of work restricted as follows:

1. Various items of concrete construction: No concrete shall be delivered prior to 8:00 a.m. and all concrete shall be placed prior to 3:00 p.m.

2. Early morning activities: No heavy construction activities or motorized or electric equipment shall be used prior to 8:00 a.m.

3. Certain streets near schools require work hour restrictions: The streets shown in the appendices “School Zone Work Hour Restriction Map” and their associated schools are listed below. Contractor shall coordinate work in school zones by notifying schools and Engineer two weeks in advance of construction and not performing work during the restricted hours. Contractor shall not perform any work on the streets identified in the “School Zone Work Hour Restriction Map” before 8:30 a.m. and from 2:30 p.m. to 3:30 p.m.

4. Contractor may request exceptions by submitting a traffic control plan to Engineer for approval that shows that school pedestrians, bicycles, and vehicular traffic will not be adversely affected by the work.

Requested exception does not guarantee excepted work will be allowed.

i. Elementary Schools:
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11 x Brandon School - 195 Brandon Drive; (805) 571-3770 x Ellwood - 7686 Hollister Avenue; (805) 571-3774
x Kellogg - 475 North Cambridge Drive; (805) 681-1277
x La Patera - 555 North La Patera Lane; (805) 681-1280

ii. Middle School
x Goleta Valley - 6100 Stow Canyon Road; (805) 967-3486

iii. Junior High School
x Goleta Valley - 6100 Stow Canyon Road; (805) 967-3486

iv. High School
x Dos Pueblos - 7266 Alameda Avenue; (805) 968-2541

F. A maximum noise level limit of 86 decibels at a distance of 50 feet will apply to all construction equipment on or related to the project, whether owned by Contractor or not. The use of excessively loud warning signals must be avoided except in those cases required for protection of personnel. The use of generators or other mechanical devices between the hours of 4:30 p.m. and 8:30 a.m. is not permitted unless approved by Engineer.

G. City reserves the right to direct the order of work in the interest of public safety and convenience. Engineer will endeavor to give Contractor 72 hours notice of any such directed order of work.

H. Coordinate, perform, and construct roadway work such that the restoration work on a street is completed prior to the weekend and/or holiday so the street and pedestrian walkways are fully restored and available for public use.

I. No work may be performed on Saturday, Sunday, or holidays unless approved in advance by Engineer. Holidays are anticipated as follows:

Holiday: Date:

New Year’s Day (January 1)
Martin Luther King Day (3rd Monday in January)
Presidents Day (3rd Monday in February)
Memorial Day (last Monday in May)
Independence Day (July 4
th)
Labor Day (1st Monday in September)
Veterans Day (November 11
th)
Thanksgiving Day (4 th Thursday in November)
Day after Thanksgiving (4 th Friday in November)
Christmas Eve (December 24 th)
Christmas Day (December 25 th)
New Year’s Eve (December 31 st)

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12 Note: If a holiday falls on a weekend, a Saturday holiday will be observed on Friday and a Sunday holiday will be on a Monday. If part or all of a two day holiday falls on a weekend, City will determine which two weekdays will be holidays.

No work shall be allowed to be performed or be underway on the parade route or parade staging areas of the Goleta Christmas Parade, on the day of the parade. Contractor shall clean-up work site, restore all surfaces and make full width of the roadway and right of way safe and available for traffic and pedestrians.

The holiday and event dates listed above are approximate dates and will vary depending on the year construction occurs. Contractor is required to obtain and account for City’s observed holiday dates and special event dates that will impact the project during the course of the Contract.

J. City will provide inspection on an 8-hour day and 40-hour week basis only excluding designated Ctiy, State, and Federal holidays. Contractor shall reimburse City in the amount of $175.00 per hour for the actual cost of all inspection and $25.00 per hour for Resident Engineer cost in excess of 8 hours per day, or 40 hours per week, or inspection performed during designed City, State, or Federal holidays, or weekends, when specifically authorized.

K. Access to businesses shall be maintained at all times. Contractor shall coordinate with owners prior to street work.

L. Contractor must diligently prosecute the contract work within the allowed number of working days specified in the Contract Documents. The days to finish the punch list, provided by City, shall be included in the working days.

M. Contractor shall remove all temporary pavement delineation. Prior to submitting the final payment request, Contractor shall remove all reference markings (i.e., USA markings, striping reference points, utility reference points) placed during the course of work.
900-5a Beginning of Work
The Notice to Proceed will be issued when the following conditions are met:

A. The average of the daily high temperature for the preceding two weeks is greater than 65
oF, and,

B. There was no measurable precipitation during the preceding two weeks and no precipitation is forecasted for the following two weeks. 137
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13 900-5b Pre-Construction Meeting
Prior to the start of construction, a Pre-Construction Meeting will be called by Engineer for the purpose of discussing with Contractor the scope of work, contract drawings, specifications, existing conditions, materials to be tested, equipment to be used, and all essential matters pertaining to the prosecution and the satisfactory completion of the project as required. Contractor's representative at this conference shall include all major superintendents for the work and may include major Subcontractors and material suppliers.

In addition to the Pre-Construction Meeting there will be a pre-paving meeting to discuss paving operations and layout, loop installation, working hours, traffic control plans, and Subcontractors performing the work shall be present.

Contractor shall be responsible to coordinate utility relocations within the project area.

Coordination of utilities within the project limits, including relocations and maintenance of existing facilities and additions thereto, shall be confirmed in writing by utility representatives and Contractor at this conference or within five (5) working days thereafter.
900-5c Work Hours
Work shall be prosecuted during the following time period: Normal daily work hours are from 7:30 a.m. to 4:30 p.m.

If overtime work is approved by Engineer, City will make deductions in Contractor progress payment. Contractor shall reimburse City as outlined in Section 5-5.27.2 INSPECTION for the actual cost of all inspection cost for work requested outside of the contract working hours, Saturday and Sunday work, or inspection performed during designated City, State, or Federal holidays.

Requests for authorization to perform work outside the hours listed above shall be made in writing at least 72 hours in advance.

Designated City holidays are: New Year’s Day (January 1st), Martin Luther King Day (third Monday in January), President’s Day (third Monday in February), Memorial Day (last Monday in May), Juneteenth (June 19th) Independence Day (July 4th), Labor Day (first Monday in September), Veteran’s Day (November 11th), Thanksgiving Day (fourth Thursday in November), day after Thanksgiving Day (fourth Friday in November), Christmas Eve (December 24
th), Christmas Day (December 25th), and
New Years (Eve December 31). When a designated holiday falls on a Saturday or Sunday, the preceding Friday or following Monday (respectfully) shall be a designated holiday.
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14 Designated City holidays are in Section 900-5 Requirements of the Work in these Special Provisions.
900-5d Time of Completion
Contractor shall complete all or any designated portion of the work called for under the contract in all parts and requirements within the time set forth in the special provisions.

A working day is defined as any day, except as follows:

A. Saturdays, Sundays, and legal holidays;

B. Days on which Contractor is prevented by inclement weather or conditions resulting immediately therefrom adverse to the current controlling operation or operations, as determined by Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on that operation or operations for at least 60 percent of the total daily time being currently spent on the controlling operation, or

C. Days on which Contractor is prevented, by reason of requirements in "Maintaining Traffic" of the special provisions, from working on the controlling operation or operations for at least 60 percent of the total daily time being currently spent on the controlling operation or operations.

Should Contractor prepare to begin work at the regular starting time of any day on which inclement weather, or the conditions resulting from the weather, or the condition of the work, prevents the work from beginning at the usual starting time and the crew is dismissed as a result thereof and Contractor does not proceed with at least 75 percent of the normal labor and equipment force engaged in the current controlling operation or operations for at least 60 percent of the total daily time being currently spent on the controlling operation or operations, Contractor shall not be charged for a working day whether or not conditions should change thereafter during that day and the major portion of the day could be considered to be suitable for those construction operations.

The current controlling operation or operations is to be construed to include any feature of the work (e.g., an operation or activity, or a settlement or curing period) considered at the time by Engineer and Contractor, which, if delayed or prolonged, will delay the time of completion of the contract.

Determination that a day is a non-working day by reason of inclement weather or conditions resulting immediately therefrom, shall be made by Engineer. Contractor shall be allowed 15 days from the issuance of the weekly statement of working days in which to file a written protest setting forth in what respects Contractor differs from Engineer; otherwise, the decision of Engineer shall be deemed to have been accepted by Contractor as correct. Engineer will furnish Contractor a weekly 139
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15 statement showing the number of working days charged to the contract for the preceding week, the number of working days of time extensions being considered or approved, the number of working days originally specified for the completion of the contract and the number of working days remaining to complete the contract and the extended date for completion thereof, except when working days are not being charged in conformance with the provisions in "Temporary Suspension of Work.” All work shall be completed within the specified number of working days after the date of the Notice to Proceed letter.

A punch list will be created after all bid items have been completed by Contractor, and it shall be Contractor’s responsibility to notify Engineer in writing that all bid items have been completed. All punch list items shall be completed within the specified contract working days. The project will not be accepted until all punch list items have been completed.
900-5e Termination of Control
Contractor is responsible for all material and/or equipment necessary to perform the project as specified. Should City have to supply Contractor with time, material, or equipment to complete work beyond that which is specified herein, Contractor shall be billed accordingly.
900-6 Public Notification
A. At least seven calendar days prior to beginning work, Contractor must distribute notices to all residences, owners, businesses, and schools adjacent to or affected by the proposed work. In addition, Contractor must notify property owners and adjacent neighborhoods in writing as directed by City, 72 hours in advance of area specific work. Such notices must at minimum give the start date of the work, daily schedule for the proposed work, typical parking restriction for the work, the times of any restricted driveway access, impacts to residences and businesses, Contractor's representative name and phone number, City representative name and phone number, along with any other information requested by Engineer.

B. Five working days before the work is to begin on any given street, Contractor shall hang a notice on the door at each residence and business listing the street, date, and times of prohibited parking.

C. Two working days before the work is to begin on any given street, Contractor shall place temporary “no parking” signs mounted on barricades along the street. These signs shall contain the days and times when parking will be prohibited.

D. Such notices must be prepared and printed by Contractor, reviewed & approved by Engineer, and must be served by Contractor's representative in person to each residence and business. Failure of Contractor to properly serve 140
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16 such notices will be cause for suspension of work until compliance with this requirement is achieved. No extension of time will be allowed to Contractor for lost time due to his failure to distribute such notices in a timely manner or from suspension of work due to non-compliance. Contractor must document delivery of notices by providing an e-mailed list of locations where notices were delivered including the date and time of completion, by the end of the day of delivery. Contractor must also e-mail a minimum of five clear photos (2- megapixel) showing completion of the delivery and parking restriction signs for each street notified. Contractor must send e-mail to an e-mail address as directed by Engineer.

E. Contractor is responsible for and must deliver public notification for all phases of the work. Contractor must submit for approval all notices for content and delivery schedule two weeks prior to actual delivery.

F. Changeable Message Signs (CMS) shall be at each end of all major roadways and all costs associated with CMSs are included as part of the Traffic Control.

Full compensation for conforming to the requirements of this section will be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed. 900-7 Permits
A. Before beginning work, Contractor must confirm with agencies having jurisdiction that Contractor has obtained all necessary permits and licenses and given all notices.

B. Contractor must apply for, procure, and pay all charges and fees for all other necessary permits and licenses required to perform the work. Contractor is responsible for obtaining all necessary permits (not provided by City), reviewing the conditions and requirements contained therein, and including the cost of meeting these conditions and requirements in this bid. The original permits must be submitted to City and Contractor must maintain a copy of these permits at the job site at all times. All provisions of all project permits (including those provided by City and obtained by Contractor) will apply as though stated in these Specifications. Contractor must follow the more restrictive of the conditions, as determined by Engineer, if there is a conflict.

Any costs incurred due to compliance with these permits must be included in the contract costs. No additional payment will be made for such permits.

C. Any work in or affecting California Department of Transportat ion (Caltrans) right-of-way will require a Caltrans double permit. Contractor must apply for and pay for this double permit when necessary.
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17 Full compensation for conforming to the requirements of this section will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed.
900-8 Relations with California Department of Transportation A. A portion of this project is located within the jurisdiction of the California Department of Transportation (Caltrans). Before construction, Contractor shall obtain an Encroachment Permit from Caltrans for the portion of work located within the State right of way and for placing and maintaining any proposed traffic control measures within the State right of way.

B. Attention is directed to Sections 7-1.11, “Preservation of Property,” and 7-1.12, “Responsibility for Damage,” of the State Standard Specifications.

C. Any change in the conditions listed in the permit proposed by Contractor shall be submitted to Engineer for transmittal to Caltrans for their approval.

Changes shall not be implemented until approved in writing by Caltrans.

D. Contractor shall prepare a traffic control plan for review and approval by Caltrans as part of the Encroachment Permit application.

E. In addition to traffic control devices, Contractor shall comply with all conditions of the Caltrans Stormwater Permit for construction activities within the State right of way.

F. 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. The approximate cost of the Encroachment Permit is $1,000.00. 900-9 Liquidated Damages
A. Contractor shall pay to City the sum of $6,800 per day, each and every calendar days delay in finishing the work in excess of the number of working days prescribed above.

B. Contractor shall pay to City the sum of $200 per lane for each hour, or portion of an hour, that lanes are not opened by 4:30 p.m. and as called for in the Summary of Quantities for all phases of work.

C. Contractor shall pay to City the sum of $1,500 per occurrence for each hour, or portion of an hour, that work is not stopped by 4:30 p.m. and as called for in the Working Hours.

D. Contractor shall pay to City the sum of $300 per street per occurrence for failure to post and notify businesses and residents a minimum of 72 hours in advance of scheduled work.
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18 E. Contractor shall pay to City the sum of $300 per street per occurrence for failure to place “No Parking” signs at specified intervals.

F. Contractor shall pay to City the sum of $1,000 per day for each day, or portion of a day, for failure to provide a Superintendent for all phases of work.

G. Contractor shall pay to City the sum of $1,000 per street for each day, or portion of a day, for failure to have traffic control in-place prior to commencement of any phase of work.

H. Contractor shall pay to City the sum of $500 per day per occurrence for failure to provide flagmen, construction signage, and traffic control in conformance with the most current California MUTCD.

I. Contractor shall stop placing Micro-surfacing one hour prior to the last scheduled working hour for the roadway. Contractor shall pay to City the sum of $1,000.00 per hour for each hour, or portion of an hour, that Micro-surfacing is placed beyond the restrictions above.

J. Contractor shall meet the Slurry Seal schedule as outlined in Section 907.

Contractor shall pay to City the sum of $1,000 per day for each day, or portion of a day, that the Slurry Seal schedule is not met.

K. Contractor shall stop placing Slurry Seal two hours prior to the last scheduled working hour for the roadway. Contractor shall pay to City the sum of $1,000.00 per hour for each hour, or portion of an hour, that Slurry Seal is placed beyond the working hours.

L. The roadway shall be opened to traffic at the end of the roadways last working hour. Contractor shall pay to City the sum of $1,000.00 per hour for each hour, or portion of an hour, after the last working hour is exceeded and that a traveled lane remains closed due to Contractor’s operations.

M. After the working hours of the roadways are exceeded by one (1) hour, Contractor shall pay to City the sum of $1,500.00 per hour for each hour, or, portion of an hour, that a traveled lane remains closed due to Contractor’s operations.

N. Contractor shall pay to City the sum of $600.00 per day for each day, or portion of a day, that the street is not swept as outlined in Section 37-3.4 Sweeping of these Special Provisions.

O. Contractor shall pay to City the sum of $250.00 per day, per location for each incident where asphalt material on gutters, sidewalks, and driveways that was tracked or sprayed by equipment or personnel under Contractor’s control is not 143
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19 removed within 48 hours as outlined in Section 7-1.08 Public Convenience of these Special Provisions.

P. Contractor shall pay to City the sum of $200 per street for each day, or portion of a day, for failure to clean worksite of all construction materials and debris at the end of each workday.

Q. Contractor shall pay to City the sum of $300 per street for each day, or portion of a day, for failure to complete punch list items or work within five working days of punch list receipt.

R. Engineer will provide written notice of non-conformance to Contractor within 24 hours of the violation. All Contractor's equipment, machinery, traffic control, and personnel shall be off of the pavement and all lanes shall be open to traffic to be considered as full compliance.

S. Any progress payment made after the completion date shall not be construed as a waiver of liquidated damages.

If City receives a fine or penalty due to Contractor’s actions or inactions, Contractor shall be responsible to pay such cost. City may deduct such amount from amounts due or to become due Contractor.
900-10 Review of Contract Documents and Job Site
A. Contractor must carefully study and compare each element of the Contract Documents with each other and with information available to Contractor as furnished by City. Contractor shall assume all responsibility for deductions and conclusions as to the difficulties in performing the work.

B. The Plans show conditions as they are supposed or believed by City to exist.

City does not warrant the completeness or accuracy of such information. It is Contractor’s responsibility to ascertain the existence of all conditions affecting the cost of work. Contractor must immediately notify Engineer of errors, inconsistencies or omissions discovered. Any discrepancies or omissions found in the Contract Documents shall be reported to Engineer immediately.

Engineer will clarify discrepancies or omissions in writing, within reasonable time. If Contractor performs any construction activity knowing it involves a recognized error, inconsistency, or omission in the Contract Documents without such notice to Engineer, Contractor shall assume appropriate responsibility for such performance and will assume responsibility for the cost of correction.

In resolving inconsistencies amount two or more Sections of the Contract Documents, precedence shall be given in the following order:

A. Change Orders
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20 B. Addenda

C. The Agreement

D. Special Provisions upon Specifications

E. Plans shall govern in matters of quantity and measurement

F. Specifications govern in matters of quality

G. Profile Plans govern upon Layout Plans

H. Specific Notes shall govern over other/general notes

I. Larger scale drawings shall govern within smaller scale ones

J. Detail plans govern over standard plans

K. Figured or numerical dimensions govern over dimensions obtained by scaling

L. Standard Specifications for Public Works Construction

M. City of Goleta Construction Specifications

N. City of Goleta Design and Construction Standards
900-11 Right-of-Way
A. Right of Way, easements or right-of-entry for the Work are included in the appendix, if applicable.

B. Contractor shall not be entitled to the exclusive use of any public street or rights-of-way during the performance of the work under the contract, and Contractor must conduct operations so as not to interfere unnecessarily with business, traffic, pedestrians, and the authorized work of utility companies or other agencies in the street or rights-of-way. Neither the Specifications nor the Plans may be construed to entitle Contractor to conduct operations within the rights-of-way which are in violation of any local, county, or state ordinance or regulation restricting interference with water courses and drainage channels. Contractor must take adequate precautions against obstructing storm water flow within the project limits. Contractor may not deposit excavated materials, store equipment or construction materials within the street.
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21 900-12 Construction Surveys
The requirements specified in of the State Standard Specifications shall be replaced as follows:

A. Contractor shall be responsible for hiring a licensed land surveyor to provide all surveys to control the lines, elevations and dimensions of the work in conformance with the plans. Any deviation from the lines, elevations and dimensions shown on the plans must receive prior approval from Engineer.

Where new construction connects to existing facilities, Contractor shall check and establish the exact location prior to construction of the facility.

B. All stakes or marks shall be provided by Contractor as necessary to establish the lines and grades required for the completion of the work specified in the State Standard Specifications, on the plans, and in these special provisions.

C. Contractor shall be responsible for the accuracy of their own layout work and shall be responsible and liable for the preservation of all established lines, grades and layout points. Stakes damaged or destroyed by the public or operations of Contractor shall be replaced at Contractor’s expense.

D. Preservation and protection of survey monuments and markers encountered along the line of the work shall conform to the following: Contractor shall notify Engineer in writing of monuments that will be encountered and shall not remove, or damage said monuments. If a monument is determined by Engineer to have been damaged during the course work by Contractor, notification is not made as provided above, or markers are removed which are not in conflict with construction, Contractor shall be responsible for the cost of referencing, resurvey, and replacement of the monument or marker.

Replacement of Survey monuments and boxes shall be as set forth under Section 8771 of the California Business and Professions Code.

E. Prior to the start of work, Contractor shall notify Engineer of monuments encountered within the limits of the excavation identified in the field and as shown on the Plans. If monuments need to be replaced as a result of Contractor’s activities to complete contract work, the replacement of the monument will be paid for within the original items of contract work and no additional compensation will be allowed therefor.
900-13 Lines and Grades
The requirements specified in of the State Standard Specifications shall be replaced as follows:

A. Contractor shall be responsible for providing all surveys to control the lines, elevations, and dimensions of the work in conformance with the plans. Any deviation from the lines, elevations and dimensions shown on the plans must receive prior approval from Engineer. Where new construction connects to 146
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22 existing facilities, Contractor shall check and establish the exact location prior to construction of the facility.

B. Contractor shall be responsible for the accuracy of their own layout work and shall be responsible and liable for the preservation of all established lines, grades, and layout points. Stakes damaged or destroyed by the public or operations of Contractor shall be replaced at Contractor’s expense.

Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed, therefor.
900-14 Preserving Survey Monumentation
Monument preservation tasks shall comply with Sections 8771 and 8772 of the Land Surveyor’s Act effective January 1, 2012. Under Section 8771 monument preservation tasks are required at two stages of the improvement project: pre- construction and post-construction. A Monument Perpetuation Report has been prepared and will be provided by City.

A. Pre-Construction
All monuments within the work area outlined on the project drawings that control the location of subdivisions, tracts, boundaries, roads, streets, or highways, or provide horizontal or vertical survey control shall be referenced and documented in the following manner:

1. Monuments found during the field inspection shall be located and referenced, at least one week prior to start of construction, by or under the direction of a licensed land surveyor or registered civil engineer legally authorized to practice land surveying. A minimum of four reference points per survey monument shall be set. Reference points shall be in compliance with Sections 8771 (a) and 8772 of the Land Surveyor’s Act in terms of durability, location, and identification of the Licensed Land Surveyor, Registered Civil Engineer or public agency.

Upon completion and no later than one week prior to construction, the project surveyor shall provide written notice to City Surveyor stating the monuments have been located and referenced. An example can be provided by City upon request.

B. Post-Construction

1. A field inspection shall be conducted to identify all monuments (including reference points set in the pre-construction phase) destroyed or disturbed by the improvement project. Monuments and reference points identified as destroyed/disturbed shall be reset in the surface of the new construction and affected monument wells be reconstructed in a manner approved by City Surveyor. Reference points shall be in compliance with Sections 8771 (a) and 8772 of the Land Surveyor’s Act in terms of durability, location, and identification of the Licensed Land Surveyor, Registered Civil Engineer or public agency.

2. A Corner Record or Record of Survey of the monuments and reference points shall be prepared and submitted to City Surveyor for preliminary review. The Corner Record or Record of Survey shall incorporate City Surveyor’s revisions, if any, and be filed with the County Surveyor. Prior to the recording of the Certificate of Completion for the project, the project surveyor shall provide proof of submittal to the County via transmittal or similar documentation.
900-15 Measurement and Payment
The cost of surveying, staking, and layout is to be included in the various items of work and no additional payment will be allowed. Payment for these items does not include the cost of adjusting survey monument boxes, covered under another section. “Monument Perpetuation” will be paid for at the contract unit price as indicated in the Bid Schedule and shall include all work to locate, record, reset, and file survey monuments. Work will include all incidentals and no additional payment will be allowed.
900-16 Protection and Restoration of Existing Improvements A. In addition to Section 5-1.36, “Property and Facility Preservation,” of the State Standard Specifications the following shall apply. Contractor shall protect existing pavement, striping, manholes, utilities, sidewalks, curbs, gutter, curb ramps, valley gutters, and driveways at all equipment crossings. Contractor shall provide materials to shore and brace excavation areas in order to prevent existing structures, private properties and permanent improvements from failure or damage during construction. If requested, provide shoring design calculations and details for review by Engineer. Damage to existing structures, private properties, and permanent improvements due to construction work conducted by Contractor shall be restored to existing or better condition with no additional cost to City.

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24 B. Attention is directed to Section 15, “Existing Facilities” of the Standard Specifications and these Special Provisions.

C. Contractor agrees to assume sole and complete responsibility for protection of public and private property in the vicinity of the job site and further agrees to, at Contractor's expense, repair or replace to original condition all existing improvements within or in the vicinity of the job site which are not designated for removal, and which are damaged or removed as a result of Contractor's operations.

D. Repair or replacement must be completed within three (3) working days from the date the damage occurred, unless immediate repair or replacement is determined to be necessary by Engineer. If Contractor fails to restore existing improvements in a timely manner, within the timeframe specified, City may complete the work and costs will be deducted from payments due Contractor.

E. Contractor must coordinate operations such that damage to newly constructed improvements is avoided. In the event newly constructed improvements, shown on the Contract Documents, interfere with other project work or is necessary for safety or access and must be removed and replaced, City will only pay for the improvements to be constructed one time. Multiple replacements or work necessary for the convenience of Contractor shall be considered performed at Contractor’s expense.
900-17 Utility Requirements and Potholing
900-17a General
A. Attention is directed to Contractor to the existence of underground utilities within the project limits. Contractor must verify the location, size, and type of all existing utilities prior to construction. Utilities include, but are not limited to; telephone, electricity, gas, fiber-optic cable, cable television lines, traffic signal systems, communication systems, petroleum lines, water, irrigation systems, storm drains and sanitary sewers.

B. When the Plans or Specifications provide for Contractor to alter, relocate, or reconstruct a utility, all costs for such work must be included in the Bid for the items of work necessitating such work. Temporary or permanent relocation or alterations of utilities requested by Contractor for its convenience are Contractor’s responsibility and Contractor must make all arrangements and bear all costs.

C. Contractor must obtain all necessary permits and notify the utility agencies at least two business days in advance of excavating around any of their facilities.

It is the responsibility of Contractor to coordinate all phases of construction with the various utility companies involved.

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25 D. Contractor must notify Underground Service Alert at 811 at least two business days prior to any excavation or construction work. Paint indications for underground utilities must be limited to only those areas to be affected.

Contractor must document USA markings with photographs or video and must provide a copy of the photographs and video to Engineer. Contractor must remove any painting marks that remain after the construction is complete as follows:

a. When placing markings on the pavement or other right-of-way areas to indicate the location of underground facilities, Contractors and/or utility companies are required to use a temporary water-based marking chalk with a visibility life not to exceed three weeks. Contractor must arrange for markings to be removed as needed. In the event that a Contractor or utility company uses a non-approved marking material, it shall be the responsibility of Contractor to ensure the complete removal of all pavement markings remaining upon completion of the permitted work.

If Contractor fails to properly and completely remove all pavement markings, City may affect the removal and deduct from payments due or become due Contractor for both direct and indirect costs as determined by Engineer.
900-17b Utility Verification
A. The location and existence of utilities shown on the plans are approximate and taken from available records. Contractor must verify the location of existing utilities, by potholing or other suitable methods, and must take all precautions to protect them whether shown or not. The exact location and identification of all existing utilities must be determined by Contractor prior to the start of any work.

B. Contractor must physically locate, verify horizontal and vertical locations, and map existing underground facilities within the work area that are marked by Underground Service Alert (USA), shown on the drawings or visible in the field.

Contractor must protect all such facilities from damage due to construction activities for the duration of the project. In the event any such unknown facilities or substructures should be disturbed or damaged due to the failure of Contractor’s exercising reasonable care, Contractor must at once make necessary emergency repair at no cost to and to the approval of the owner. In the event the utility owner requires its own forces or approved vendors to perform such repairs, Contractor must coordinate and cooperate with the utility to complete the repairs. All costs for repairs, staff time, direct and indirect costs, and any costs billed by the utility must be borne by Contractor and costs may be deducted from payments due or to become due Contractor. Contractor is responsible for following all applicable rules and regulations concerning work in the vicinity of underground and/or overhead utilities.

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26 C. All utilities designated on the Plans to be protected in place must be carefully uncovered if located within the lines of excavation and time must be allowed for Engineer to field check the location of such utilities to make certain that they will not interfere with construction. In the event a utility conflict exists, City will either arrange for utility owner to relocate the utility or adjust grade and/or alignment of the proposed improvement. Contractor must allow sufficient time for this utility work and must adjust Contractor’s operation to move to other areas to allow the utility relocation work to occur.

D. In the event any such facility should be disturbed or damaged, Contractor must at once make repairs to the satisfaction of the owner, or arrange with the owner to make repairs, at no cost to City. Any delays or reconstruction of improvements resulting from Contractor’s failure to verify utility locations and depths will be made at Contractor’s expense.
900-17c Payment
The cost for coordination with the utility companies, providing work areas for utilities, locating facilities including potholing, protecting utility facilities in place, and conforming to the requirements of this section will be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.
900-18 Subsurface Conditions
A. Where investigations of subsurface conditions have been made by City with respect to subsurface conditions, utilities, foundation, or other structural designs, and that information is shown in the Plans, it represents only a statement by City as to the character of materials which have actually been encountered by City’s investigation. This information is only included for the convenience of Bidders.

B. Investigations of subsurface conditions are made for the purpose of design only. City assumes no responsibility with respect to the sufficiency or accuracy of borings or of the log of test borings or other preliminary investigations or of the interpretation thereof. There is no guaranty, either expressed or implied, that the conditions indicated are representative of those existing throughout the Work, or any part of it, or that unanticipated conditions may not occur.

When a log of test borings is included in the Plans, it is expressly understood and agreed that such log of test borings does not constitute a part of the Contract. The log of test borings represents only an opinion of City as to the character of the materials to be encountered and is included in the Plans only for the convenience of the Bidders. Making information available to Bidders is not to be construed in any way as a waiver of the provisions of the first paragraph of this Section, and Bidders must satisfy themselves through their own investigations as to conditions to be encountered.
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27 900-19 Pre-Construction Job Site Video
A minimum of one week prior to start of construction, Contractor must video all areas where construction is to take place. Such videos (DVD or other approved media) must be provided to Engineer before construction commences. These videos will serve as a record of the existing conditions for disputes arising from restoration and should therefore be taken along the line of construction and site access and staging areas at sufficient detail as necessary to clearly depict details of existing conditions.

Video must document existing conditions, roadway, striping and all painted curb markings in the project area. All videos must be indexed and catalogued in such a manner that each photographed area is readily identifiable and must also indicate the date and time (hour, minutes and seconds) on which the video was made. Contractor must also video any unusual conditions encountered during construction that are not already a matter of photographic record. In the event damage to existing improvements occurs, the video will be available as a resource to determine existing conditions. In any areas where existing conditions cannot be determined by means of videos, the area must be restored as approved by Engineer at Contractor’s expense. All videos will become the property of City.
900-20 Pre-Construction Conference
A. A Pre-Construction Meeting will be conducted prior to commencement of construction at the time and place designated by Engineer. Those attending the meeting must include, but not be limited to, the following:

1. Contractor and superintendent who will be supervising the work for the duration of the project

2. The Sanitary and Water Districts, if applicable

3. The Design Engineer

4. The Construction Engineer

5. Representatives of affected Utility Companies

B. Pre-Construction Meeting will not be scheduled until the following have been submitted:

1. Construction Schedule

2. Traffic Control Plan

3. Water Pollution Control Plan (WPCP)
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28 900-21 Weekly Project Schedule and Meetings
A. By Tuesday of each week, Contractor must prepare and submit a detailed schedule of the work projected for the next two weeks on a daily basis.

Contractor must make revisions as required by Engineer.

B. Engineer will conduct a Weekly Project Status Meeting that must be attended by Contractor, subcontractors, utility companies (as required) and Engineer.

The meeting will have a duration of approximately one hour. The meeting will be held on the day, time and location as determined by Engineer. The purpose of this meeting will be to discuss interfacing work, scheduling, problems, issues, and the like. If not previously submitted, Contractor must submit the following to Engineer at the beginning of the meeting:

1. Daily manpower and equipment utilization for the preceding week.

2. Projected work for the next two weeks on a daily basis.

Contractor must attend all miscellaneous meetings as requested by Engineer. 900-22 Project Schedule
A. In addition to Section 8-1.04 of the State Standard Specifications, Contractor shall submit a progress schedule to Engineer at the Pre-Construction Meeting.

The progress schedule shall state the street name, the anticipated start and completion dates and the type of construction operation anticipated for each street. Work that exceeds the stated completion date shall be understood as being out of conformance with the progress schedule and these Special Provisions. Contractor shall submit a revised progress schedule within five working days of Engineers written request.

B. Strict conformance to the progress schedule shall be maintained and revisions to the progress schedule may be allowed only upon written approval of Engineer.

C. Scheduling of change orders or extra work orders is the responsibility of Contractor. Contractor shall revise the schedule to incorporate all activities involved in completing the change orders or extra work order and submit it to Engineer for review and approval. With the concurrence of Engineer, change or extra work orders of a magnitude less than $500 do not need to be scheduled, unless the order affects the project schedule or other outside parties.

D. If Engineer finds Contractor is entitled to an extension of any completion date under the provisions of the contract Engineer's determination of the total number of days extension will be based upon the current analysis of the schedule and upon data relevant to the extension.

E. Contractor shall submit a detailed schedule showing all items prior to the Pre- Construction Meeting. The schedule shall include the proposed sequencing of 153
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29 construction activities. Contractor shall submit a revised progress schedule within five working days of Engineer’s written request.

F. Contractor must update the Construction Schedule weekly or when directed by Engineer. Preparation and updating of the Construction Schedule must be performed at Contractor's sole expense.

G. Failure by Contractor to submit updated or revised Construction Schedules when required may prevent acceptance of progress payment requests by Engineer until such updated or revised Construction Schedules have been submitted for review and have been accepted by Engineer.

H. The Construction Schedule must include obtaining all necessary materials and equipment and must reflect completing all work within the specified time, in accordance with these Specifications. Contractor must show completion of the project completely filling the Contract time and may not show early completion.

In the event Contractor requests early completion, Contractor must execute a no-cost Contract Change Order that reduces the number of Working Days allowed for completion to conform with such intended completion date.

I. Contractor must include in the schedule detailed information for each operation:

1. Planned and actual start and completion dates of each work activity.

2. Order that Contractor proposes to prosecute the work.

3. Logical links between the time-scaled work activities.

4. All controlling activities.

5. Legible description of each activity.

6. At least one predecessor and one successor to each activity except for project start and project end milestones.

7. Duration of at least one (1) working day for each activity and Start milestone date as the Contract approval date.

8. When the project includes multiple streets or sites, Contractor must include detailed information for each street or site.

9. When notifications or parking restrictions are required, such dates must be included in the schedule.

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30 J. Contractor must provide critical path schedules in legible hardcopy format and must also submit schedules with each update in electronic format compatible with MS Project or Primavera, as directed by Engineer.

K. Scheduling of change orders or extra work orders is the responsibility of Contractor. Contractor shall revise the schedule to incorporate all activities involved in completing the change orders or extra work order and submit it to Engineer for review and approval. With the concurrence of Engineer, change or extra work orders of a magnitude less than $500 do not need to be scheduled, unless the order affects the project schedule or other outside parties.

L. When change orders are initiated, delays are experienced, or Contractor desires to revise the schedule logic, Contractor shall submit to the Construction Manager a written Time Impact Analysis (TIA) illustrating the influence of each change, delay, or Contractor request on the current contract schedule completion date. Each TIA shall demonstrate how Contractor proposes to incorporate the change order, delay, or Contractor request into the Schedule. The analysis shall demonstrate the time impact based on the date of occurrence of the change, delay or revision; the status of construction at that point in time; and the impact of all affected activities. The event times used in the analysis shall be those included in the latest updated copy of the CPM Schedule or as adjusted by mutual agreement between the Construction Manager and Contractor.

The TIA must:

1. Illustrate the impacts of each change or delay on the current scheduled completion date or internal milestone.

2. Use the accepted schedule that has a data date closest to and before the event. If Engineer determines that the accepted schedule used does not appropriately represent the conditions before the event, the accepted schedule must be updated to the day before the event being analyzed.

3. Include an impact schedule developed from incorporating the event into the accepted schedule by adding or deleting activities or by changing durations or logic of existing activities. If the impact schedule shows that incorporating the event modifies the critical path and scheduled completion date of the accepted schedule, the difference between scheduled completion dates of the two schedules must be equal to the adjustment of Contract time
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31 900-22a Payment
Full compensation for the required construction schedules and conforming to the requirements of this section will be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed. 900-23 Coordination with Concurrent Projects
A. Several projects may be ongoing within the limits of the work during the Contract period. Contractor is required to coordinate the work with other contractors such that both projects can be diligently pursued to their timely completion. Interfacing work must be shown on the project schedule, and Contractor shall be responsible for meeting that schedule. Contractor must include time for others to perform work within the Work Area and this must be reflected in the Project Schedule. Delays due to interfacing with concurrent projects are considered avoidable and no compensation will be made for such delays. Contractor is responsible for obtaining contract documents including plans and specifications and thoroughly understanding the requirements of Work called for in the contract documents for concurrent projects. Contractor must include in the bid all costs for coordination, scheduling, meetings, staging and the like that result from interfacing with concurrent work.

B. Concurrent projects include but are not limited to the following:

1. 2022-2023 Pavement Rehabilitation Project

2. Cathedral Oaks Crib Wall Project (Project No. 9053)

3. Traffic Signal Upgrades Project (Project No. 9083)

4. Ekwill Street and Fowler Road Extensions, Hollister Avenue Modifications, And Hollister Avenue Bridge Replacement Projects

5. Hollister Avenue Old Town Interim Striping (Project No. 9114)

6. Various Encroachment Permit Projects
900-24 Submittals
In addition to the required submittals and shop drawings of the Standard Specifications, Contractor must submit the following shop drawings and/or submittals in adequate detail, including a list of all deviations from the Contract Documents for each item submitted. Contractor must submit an electronic PDF copy of the following items marked (*) to Engineer for review at least five (5) working days prior to the Pre- Construction Meeting. All other submittals must be submitted in accordance with the submittal procedures listed below.
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32 Electronic submittals will be performed through a web-based System Construction Management Enterprise (CMIS). Contractor and each Subcontractor shall be given a Log On identification and password to access City of Goleta Reporting system. Use of the system may entail additional data entry of weekly payroll information including employee identification labor classification, total hours worked, and hours worked on this project, wage and benefit rates paid, etc. Contractor’s payroll and accounting software might be capable of generating a ‘comma delimited file’ that will interface with the software.

Engineer will determine if the specifications are being met for all work including but not limited to the following:

A. General Requirements

1. Key Personnel, Telephone Numbers, and Emergency Telephone Numbers

2. Project Schedule*

3. Traffic Control Plans*

4. Demolition Waste Recycle Plan/Statement

5. Best Management Practices Plan

6. Pre-Construction Video

7. Public Notices

B. Site Work

1. Portland Cement Concrete Mixes

2. Cement Mixes

3. Hot Mix Asphalt Mixes

4. Rubberized Hot Mix Asphalt Mixes

5. Aggregate Base

6. Shoulder Backing

7. Traffic Loops

8. Detectable Warning Surfaces

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33 9. Traffic Stripe, Markers, and Marking Paint
Within ten (10) working days after the Notice to Proceed, and prior to the submission of the initial shop drawings, Contractor shall submit a Master Submittal List of all required submittals to Engineer. The Master Submittal List shall include a description of each item, Specification reference and the anticipated submittal date. The List shall include all items of equipment and materials for the work; and the names of manufacturers with whom purchase orders have been placed, items on the List shall be arranged in the same order as in these specifications and shall contain sufficient data to identify precisely the items of material and equipment Contractor proposes to furnish. The List shall reference the applicable Specification section or Drawing. After the submission is favorably reviewed and returned to Contractor by Engineer, It shall become the basis for the submission of detailed manufacturer’s drawings, catalog cuts, diagrams, schematics, data, and information on each separate item for review.

No work shall proceed on any item until it has been submitted and accepted by City.

An incomplete submittal list is not a basis for avoiding a submittal required by the specifications.

Contractor must provide all submittals required by Special Provision sections. 900-25 Submittal Process
A. Wherever called for in the Contract Documents or where required by Engineer, Contractor must furnish to Engineer for review two hard copies and an electronic (PDF) copy of each submittal.

B. Contractor shall use the Construction Management Information System (CMIS) for submittals.

C. Each submittal item must be individually numbered and must identify the specification section that relates to the item being submitted so that approved and rejected submittals can be tracked.

D. At the time of each submission, give Engineer specific written notice of each variation that the submittal may have from the requirements of the Contract Documents. If a variation is identified that was not brought to the attention of Engineer, correction will be at Contractor’s expense.

E. Engineer will have a minimum of ten working days to review each submittal except where specified differently in these Special Provisions. It is the responsibility of Contractor to organize submittals in order of importance and need.

F. Submittals must be clearly identified and where multiple items are shown on a shop drawing, items being identified as submittals must be marked.

Extraneous information should not be included in submittals. Only one 158
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34 submittal will be reviewed for an item and Contractor may not submit multiple shop drawings from multiple vendors for the same item.

G. Engineer’s review will be only for conformance with the design concept of the project and for compliance with the information given in the Contract Documents, not extending to means, methods, techniques, sequences, or procedures of construction (except where indicated or required by the Contract Documents) nor to safety precautions or programs incident thereto.

Submittals processed by Engineer do not become Contract Documents and are not Change Orders.

H. Delays caused by the need for re-submittal or replace unaccepted “or equal” items will not constitute a basis for claim.

I. In the event that an item is called for by a specific product or trade name, Contractor shall have ten working days after the award of the Contract for submission of data substantiating a request for a substitution of “an equal” item. In the event Contractor furnishes any “or equal” material more expensive than that specified in the bid form, the difference in cost of such material so furnished will be borne by Contractor under Public Contract Code section 3400.

“Or equal” products may be accepted by Engineer upon submittal of the following information:

1. Product Date Design Criteria

2. Physical Properties Limitations of Process

3. Material Specifications List of Previous Projects

4. Installation Specifications Size of Completed Projects

5. Testing Methods List of Current Projects

6. Third Party Test Data

7. Size of Current Projects

8. References (All references must include current names and telephone numbers)

9. List of all deviations from the specifications or referenced product or materials.

10. Additional testing may be required, and all costs for testing will be borne by Contractor.
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35 J. City reserves the right to modify the procedures and requirements for submittals, as necessary to accomplish the specific purpose of each submittal.

Direct inquiries regarding the procedure, purpose, or extent of any submittal to Engineer.

K. Repetitive Review

1. Shop drawings and other submittals will be reviewed no more than twice at City’s expense. All subsequent reviews will be performed at times convenient to Engineer and at Contractor’s expense, including but not limited to consultant costs, staff charges, overhead, and other related expenses. Contractor shall reimburse City for such costs, and City may deduct these costs from amounts due or to become due Contractor. Submittals are required until approved.

2. Any need for more than one resubmission, or any other delay in obtaining Engineer’s review of submittals, will not entitle Contractor to extension of the Contract Time.
900-26 Lump Sum Bid Items
A. Contractor must submit a detailed schedule of values breakdown for all lump sum bid items. The breakdown of items must be submitted to Engineer for approval and the level of detail will be as determined appropriate by Engineer.

The schedule of values must be submitted to Engineer prior to the first progress payment request and the progress payment will not be reviewed without an approved schedule of values for all Lump Sum bid items. The schedule of values will be used as a basis for determining appropriate monthly progress payment amounts for lump sum bid items. The schedule of values must equal, in total, the lump sum bid item cost and be in such form and sufficiently detailed to satisfy Engineer that it correctly represents a reasonable apportionment of the lump sum.

B. For Progress Payments, submit a Schedule of Values for approval by Engineer. Submit the first draft of the schedule at least three working days prior to the pre-construction conference. Contractor's standard forms will be considered for approval upon request.

C. General Requirements:

1. In addition to the electronic submittal, include an electronic copy compatible with Microsoft Office 365 Excel.

2. Identify the project name, project number, Contractor's name and address, submission date, and Contract number on the Schedule of Values.
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36 3. Separate the component parts of the Work into sufficient detail to serve as a basis for computing progress payments. The sum of the component parts shall equal the Contract total amount. An unbalanced (front-end loaded) Schedule of Values will not be accepted.

4. For the various portions of the Work:

i. Identify labor, equipment, overhead, and material costs separately for items of work in excess of fifteen thousand dollars ($15,000).

Schedule of Values shall not include a separate line item for Mobilization. Mobilization shall be included in the bid item of these bid documents. 900-27 Daily Report
A. Contractor must complete a Daily Report indicating manpower, major equipment used and on standby (itemized separately), subcontractors, materials used, and similar items involved in the performance of the Work.

The Daily Report must be completed on forms prepared by Contractor and acceptable to Engineer and must be submitted to Engineer prior to construction on the subsequent workday.

B. Contractor must supply daily reports to the inspector at the start of work on a daily basis. If Contractor fails to provide daily reports for two or more working days during the scheduled work week, then a Stop Work Notice will be issued, and progress payments will not be processed until all paperwork is current.

Contract period will continue to be in force while the Stop Work Notice is in effect.
900-28 Testing
A. In additional to Section 6 of the State Standard Specifications, Contractor shall follow the most current City of Goleta Quality Assurance Program.

City will retain an independent testing firm to perform initial soil/aggregate/asphalt compaction tests; cast- in-place concrete slump and strength tests; grout strength tests; and any other additional test required by City. Contractor shall perform all other required testing and submit written test results to Engineer.

In addition to the requirements of these special provisions, Contractor shall follow material testing for this project will be provided by Contractor as set forth in Section 6 of the State Standard Specifications. Contractor shall perform all testing to verify compliance with City and State Specifications of any and all materials furnished by Contractor. Contractor shall submit and receive 161
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37 Engineer’s approval of all compliance test results prior to incorporating materials into the project.

Any system material or workmanship found defective on the basis of acceptance tests shall be reported to Engineer. Contractor shall replace the defective material or equipment and have testing repeated without additional cost to City, until test results are satisfactory to Engineer. City will only pay for initial testing services for concrete strength and slump, soil compaction, and grout strength.

When initial tests indicate non-compliance with the Contract Documents, the costs of any additional tests required for determining compliance will be deducted by City from the Contract Sum due Contractor.

B. It is the responsibility of Contractor to facilitate sampling to be used for testing purposes. Costs for failed tests and retesting necessary because of Contractor’s failure to comply with specification requirements will be borne by Contractor.

C. City uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with the Contract. Contractor may examine the records and reports of tests City performs if they are available at the job site. Schedule work to allow time for QAP.

D. Material testing for this project will be provided by Contractor as set forth in Section 6 of the Standard Specifications and the most current City’s Quality Assurance Program. Contractor shall perform all testing to verify compliance with the Specifications of any and all materials furnished by Contractor.

Contractor shall submit and receive Engineer’s approval of all compliance test results prior to incorporating materials into the project. Contractor may elect to place material without the approved certificates of compliance and mix designs and shall be at Contractor’s own risk. Contractor shall notify Engineer in writing to get the approval of placement, and $10,000.00 will be withheld from Contractor’s progress payment for each certificate of compliances and mix designs until the certificate of compliances and mix designs are submitted approved.

E. Samples, certificates of compliance, lists of materials and material sources, access to facilities, requests for testing and all other data relating to material testing shall conform to Section 6 of the Caltrans Standard Specifications, “Control of Materials.” Contractor shall provide Engineer with five working days' notice of the need for material testing.

F. Engineer shall be given two working days-notice prior to each test performed by Contractor.
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38 Full compensation for conforming to all requirements specified in this Section, “Control of Materials,” shall be considered as included in the contract price paid for other items of work and no additional compensation will be allowed. 900-29 Quality Control
A. Definition

1. Specific quality control requirements for the Work are indicated throughout the Contract Documents. The requirements of this Section are primarily related to performance of the Work beyond furnishing of manufactured products. The term "Quality Control" includes inspection, sampling and testing, and associated requirements.

i. Quality Control: All those planned and specified actions or operations necessary to produce a product or service that will meet requirements for quality as specified. Quality Control is the responsibility of Contractor. Contractor shall monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

ii. Quality Assurance: Those planned and systematic operations conducted to ensure that the operations and/or products incorporated into the project meet the project specifications.

Quality Assurance encompasses oversight of Contractor’s Quality Control; verifying the results of Contractor testing; review of sampler, tester, and laboratory qualifications; independent assurance sampling and testing, and inspection for conformance with the plans and specifications. Quality Assurance is the responsibility of Contractor and Engineer.

B. Special Tests and Inspections: Tests and inspections required by the CBC and performed by certified inspectors. These tests will be performed and paid for by City. Quality Control Program.

1. Contractor shall develop a detailed written Quality Control (QC) Program for all Work required in the Contract Documents. Contractor must submit for the Construction Manager’s acceptance of Contractor’s Quality Control Program (QC Program) for the entire Project before beginning any of the Work other than mobilization tasks to install temporary facilities. Except for mobilization, no other work will begin until Engineer has accepted Contractor’s overall QC Program for the project. This QC Program must meet the objectives and requirements as defined herein. The QC Program must be specific to this Project and the Contract Documents.

163
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39 2. In addition, Contractor must submit for Engineer’s acceptance Contractor’s individual QC Plans before starting each area or division of the Work and/or new specialty trade to complete any portion of the Work. Work will be permitted to start only after the Construction Manager reviews and accepts Contractor's individual QC Plan. The individual QC Plans must identify all QC personnel, procedures, inspections, laboratories, Testing equipment calibrations and certifications, tests, inspection/test hold points, instructions, sampling and testing records organized by date and type of material, reports, records, schedules, etc. specific for each area or division of the Work and/or new specialty trade to complete any portion of the Work.

3. Contractor shall appoint a full time Quality Control Officer who will have the sole responsibility for the full-time oversight, implementation, and monitoring of the QC Program on this one project. Contractor shall maintain a log of required testing indicating the tests or sampling and test method required, location, frequency and responsibility.

4. Contractor shall provide written procedures defining methods of construction, control measures, and the performance of inspections and testing for the different types of Work

5. Procedures shall detail “Hold Points,” where Work shall not proceed until the required Quality Control functions are performed and documentation shows the Work meets the requirements of the Contract.

6. Procedures shall detail problem resolution steps and corrective actions in the event the Work does not meet the Contract Specifications.

7. Procedures shall be provided for all major activities of Work.

8. Contractor shall maintain evidence of activities affecting quality, including operating logs, records of inspections and tests, audit reports, material analyses, personnel qualification and certification records, procedures, and document review records.

9. Quality records shall be maintained in a manner that provides for timely retrieval, and traceability. Quality records shall be protected from deterioration, damage, or destruction.

10. Within 24 hours, notify Engineer of any noncompliance identified by your QC program. Contractor shall provide City access to all QC records.

11. Submit QC test data and QC test results within two business days of test completion.
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40 C. Sampling and Testing

1. Unless otherwise indicated, all products, materials, and equipment shall be subject to inspection by Engineer at the place of manufacture as specified in the CSSS.

2. City or an independent firm retained by City will perform inspections, testing, and other services as required by Engineer.

i. Contractor shall cooperate with Engineer or independent firm and furnish samples of materials, design mix, equipment, tools, storage, and assistance as requested.

ii. Contractor shall notify Engineer three (3) working days prior to the expected time for operations requiring inspection and laboratory testing services.

iii. Retesting required because of non-conformance to
requirements shall be performed by the same independent firm on instructions by Engineer. Contractor shall be responsible for all costs including administrative, material testing, design and engineering activities directly related to such retesting.

D. Installation

1. Inspection: Contractor shall inspect materials or equipment upon arrival on the job site and immediately prior to installation and reject damaged and defective items.

2. Measurements: Contractor shall verify measurements and dimensions of the Work, as an integral step of starting each installation.

3. Manufacturer's Instructions: Where installations include manufactured products, Contractor shall comply with manufacturer's applicable instructions and recommendations for installation, to whatever extent these are more explicit or more stringent than applicable requirements indicated in Contract Documents.

i. When manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before
proceeding.
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41 900-29a Payment
Full compensation for the required quality control and conforming to the requirements of this section will be considered as included in the contract prices paid for the various items of work involved, and no additional compensation will be allowed. 900-30 Inspection
A. All work is subject to inspection and approval by Engineer. Contractor shall notify Engineer, along with all affected utility companies, two (2) working days in advance of the start of work to coordinate and schedule inspection staff.

B. City will provide inspection based on the working hours outline in these special provisions excluding designated City, State, or Federal holidays. Contractor shall reimburse City in the amount of $175.00 per hour for the actual cost of all inspections in excess of the project working hours, or inspection performed during designated City, State, or Federal holidays. Designated City holidays are listed in Section 900-5 Requirements of the Work.

C. Contractor shall provide a competent person during normal working hours to assist Engineer, when required, in checking Contractor’s layout and for measuring quantities for payment purposes. Contractor shall cooperate with Engineer so that checking and measuring may be accomplished with the least interference to Contractor’s operations.

D. No additional compensation will be made to Contractor for fulfilling these requirements.
900-31 Superintendence
A. Contractor shall designate in writing before starting work an authorized representative who shall have the authority to represent and act for Contractor.

When Contractor is comprised of two (2) or more persons, firms, partnerships, or corporations functioning on a joint venture basis, Contractor shall designate in writing before starting work, the name of one authorized representative who shall have the authority to represent and act for Contractor.

B. The authorized representative shall be present at the site of the work at all times while work is actually in progress on the contract. When work is not in progress and during periods when work is suspended, arrangements acceptable to Engineer shall be made for any emergency work which may be required. Whenever Contractor or Contractor's authorized representative is not present on any particular part of the work where it may be desired to give direction, orders will be given by Engineer, which shall be received and obeyed by the superintendent or foreman who may have charge of the particular work in reference to which the orders are given. Any order given by Engineer, not otherwise required by the specifications to be in writing, will on request of Contractor, be given or confirmed by Engineer in writing. 166
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42 900-32 Responsibility for Job Site Conditions
A. Contractor agrees that, in accordance with generally accepted construction practices, Contractor shall be required to assume sole and complete responsibility for job site conditions during the course of construction of this Project, including the safety of all persons and property, and that this requirement will apply continuously and will not be limited to normal working hours. Contractor further agrees to defend, indemnify and hold City and City’s design and construction observation professionals harmless from all liability and claims, real or alleged, in connection with the performance of work on this Project.

B. Contractor must make field measurements and verify field conditions and must carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing activities. Errors, inconsistencies, or omissions discovered must be reported to Engineer immediately by telephone and in writing. When conditions are encountered which, in the opinion of Engineer, require temporary suspension of work for design modifications or for other determinations to be made, Contractor must move to other areas of work until such determinations are made at no cost to the Owner. No additional compensation will be allowed by reason of such temporary suspension of a portion of the Work, or modifications to work. Appropriate extension of time for completion may be allowed where justified in the opinion of Engineer. If articles having archeological significance are identified, Contractor must suspend work to allow evaluation by Engineer.

C. Provide and install non-skid steel plates at open trench excavations at the end of workday. Plates on arterial streets must be flush with adjacent pavement surface and secured as directed by Engineer, in accordance with CALTRANS TR-0157 Method 1. Plates on other streets may be placed on pavement with temporary transitions as directed by Engineer in accordance with Caltrans TR- 0157 Method 2. See Appendix A for Caltrans TR-0157.
900-33 General Safety Requirements
A. Contractor must do whatever work is necessary for safety and be solely and completely responsible for conditions of the job site, including safety of all persons (including employees) and property during the Contract period.

Safety provisions must conform to Federal and State Departments of Labor Occupational Safety and Health Act (OSHA), and other applicable Federal, State, County and local laws, ordinances, codes, requirements set forth herein, and regulations that may be specified in other parts of these Contract Documents. Contractor must do all work necessary to protect the general public from hazards, including, but not limited to, surface irregularities or un- ramped grade changes in vehicular travel ways (including but not limited to streets, roads and driveways), pedestrian sidewalks or walkways. Barricades, lanterns, and proper signs must be furnished in a sufficient amount to 167
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43 safeguard the public and the work. This requirement applies continuously and is not limited to normal working hours.

B. Contractor must develop and maintain for the duration of the Contract, a safety program that will effectively incorporate and implement required safety provisions. Contractor must appoint a qualified employee who is authorized to supervise and enforce compliance with the safety program.

C. Contractor shall provide a written Injury and Illness Prevention Program (IIPP) conforming to CAL OSHA requirements. The IIPP shall be customized to prevent workplace injuries and illnesses specific to the work on this contract.

Written copy of the IIPP shall be maintained at the job site. As a minimum the IIPP shall contain the following elements: responsibility, compliance, communication, hazard assessment, accident/exposure investigation, hazard correction, training & instruction, and recordkeeping. Refer to “Cal/OSHA Pocket Guide for the Construction Industry” dated June 2015 and website:
http://www.dir.ca.gov/dosh/puborder.asp for further information. 900-33a Novel Coronavirus (COVID-19) Safety Requirements A. General

1. Section Includes: COVID-19 safety requirements to address the COVID-19 epidemic, including without limitation any requirements imposed by federal, state, and local guidelines and orders or those necessary for performance of work safely.

2. These COVID-19 safety requirements are not all encompassing and may need to be modified by Contractor for individual construction tasks and updated as the COVID-19 epidemic evolves.

3. Contractor and all its sub-tier level subcontractors and suppliers shall account in their Bid and sub-bids for all cost impacts whether affecting labor (including, but not limited to obtaining qualified workers, quantity of workers, as well as their productivity), deliveries, supervision, testing and/or procurement of materials and/or equipment and time caused by any COVID-19 safety requirements, including without limitation those found in this Section and also all public health and governmental directives in place at the time Bids are received by City for this Project.

B. COVID-19 Exposure Prevention, Preparedness, and Response Plan

1. Contractor’s Responsibility

i. Contractor shall prepare a COVID-19 Exposure Prevention, Preparedness and Response Plan (a “COVID-19 Plan”) specific to this Project that describes how to prevent worker exposure to 168
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44 coronavirus; protective measures to be taken on the jobsite; personal protective equipment and work practice controls to be used; cleaning and disinfecting procedures; and procedures to follow if a worker shows symptoms of COVID-19 illness or tests positive for COVID-19. In addition to any governmental or other guidance available at the time of Bid submission, Contractor should review OSHA COVID-19 Workplace Safety Guidance
documentation, such as:
https://www.osha.gov/Publications/OSHA3990.pdf, as a
resource in preparation of its COVID-19 Plan. Other reliable and current sources of COVID-19 information can be found from:

x The California Department of Public Health (CDPH,
State), including without limitation, guidance such as:
https://www.cdph.ca.gov/Programs/CID/DCDC/Pages/Im
munization/nCOV2019.aspx

x The federal Centers for Disease Control and Prevention (CDC, National), including without limitation, guidance such as:
http://www.cdc.gov/coronavirus/novel-coronavirus-
2019.html

x The Santa Barbara County Public Health Department,
including without limitation, guidance found here:

Coronavirus (COVID-19) - Santa Barbara County
211(211santabarbaracounty.org)

ii. Contractor’s COVID-19 Plan shall at a minimum, address the following COVID-19 safety guidelines:

x COVID-19 Employee and Visitor training and checklist
before entering worksite.

x Employee distancing and strategies to maximize
distancing when possible.

x Limitations on gathering size.

x Personal Protective Equipment (PPE) requirements.

x Identification of “choke points” and “high risk areas” such as hallways, hoists and elevators, break areas and
vehicles.

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45 x Staggering trades and modification of work schedules to reduce worker density to maximize distancing
opportunities.

x COVID-19 employee good personal hygiene measures.

x Disinfection and cleaning requirements.

x Personal prevention actions requirements for all
employees.

x Toolbox and Tailgate COVID-19 employee training.

x Recognition of COVID-19 Symptoms.

x Procedures for COVID-19 exposure and notification to
others who were at the Site.

x Daily screening protocols for arriving workers and visitors to ensure potentially infected workers and visitors do not enter the Site.

x Maintenance of daily attendance logs of all workers and visitors who enter the Site.

iii. Also, as part of this Plan, Contractor shall draft and implement a COVID-19 Code of Safe Practices that is posted in areas visible to all employees and visitors.

iv. Contractor shall be prepared at each Progress and Coordination Meeting, if requested by the Construction Manager, to provide information relevant to the application, enforcement, and implementation of the Code of COVID-19 Safe Practices.

v. All Contractor managers and supervisors (from forepersons to project managers) must be familiar with the COVID-19 Plan and be ready to answer questions from employees,
subcontractors, suppliers and visitors. Managers and
supervisors must set a good example by following the COVID- 19 Plan at all times. This involves practicing good personal hygiene and jobsite safety practices to prevent the spread of the virus. Managers and supervisors must encourage this same behavior from all employees, subcontractors, suppliers and visitors.

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46 vi. Contractor shall immediately notify the Construction Manager if any person under Contractor’s control on this Project has tested positive for COVID-19.

vii. Contractor is responsible to provide to Engineer its COVID-19 Plan. This plan is due to Engineer at the preconstruction meeting. No work shall be permitted until this plan is accepted by Engineer.
900-34 Recoverable Materials
City and/or the adjacent property owner owns all recoverable materials from the work.

City reserves the first right of refusal for recoverable materials with the existing public right-of-way. Likewise, the property owners reserve the first right of refusal for recoverable materials on their property. If City/property owner refuses the recoverable materials, Contractor must dispose of all recoverable materials in a proper and legal manner. Contractor must include in the bid all costs for disposal. If City decides to keep the material, Contractor must deliver the material to a location determined by Engineer within City limits. Materials removed from the site without the expressed permission of City will be back charged to Contractor and deducted from funds due or to become due Contractor. City reserves the right to modify its decision regarding refusal up to the point in time the materials are removed from the site. 900-35 Project Appearance and Cleanup
A. Contractor must keep the site clean, control dust and air pollution from construction operations, and provide sanitation for workers. Broken concrete and debris developed during demolition, clearing and grubbing must be disposed of concurrently with their removal.

B. Weeds, trash and debris must be removed from the work site regularly and when directed by Engineer. Graffiti must be removed within 24 hours of the graffiti appearing and when directed by Engineer. All graffiti within the project limits must be removed. Contractor must submit method of removal to Engineer for approval prior to graffiti abatement. Stickers, paint, and other forms of graffiti must also be removed.

C. Upon completion of the Work and before the final inspection, Contractor must, at Contractor’s own cost, satisfactorily dispose of, or cause to be disposed of, all plants, building rubbish, waste products, debris, unused materials, concrete forms, and other equipment used during the construction of the improvements.

In the event that Contractor fails to perform this final cleanup, City may remove and/or dispose of the articles or materials at Contractor’s expense. 900-36 Differing Conditions
A. Contractor may not willfully install work as shown on the drawings when it is obvious in the field that obstructions, grade differences or differences in the 171
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47 area dimensions exist that might not have been considered or observed during design. Contractor must promptly notify Engineer and the agency having jurisdiction by telephone and in writing upon discovery of, and before disturbing, any physical conditions differing from those represented by approved plans and specifications. In the event this notification is not performed, Contractor must assume full responsibility for necessary revisions.

B. If the performance of all or any portion of the work is suspended or delayed by Engineer in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and Contractor believes that additional compensation and/or contract time is due as a result of such suspension or delay, Contractor shall submit to Engineer in writing a request for adjustment within seven calendar days of receipt of the notice to resume work. The request shall set forth the reasons and support for such adjustment.

C. Upon receipt, Engineer will evaluate Contractor's request. If Engineer agrees that the cost and/or time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of Contractor, its suppliers, or subcontractors at any approved tier, and not caused by weather, the Engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. Contractor shall be notified of the Engineer's determination whether or not an adjustment of the contract is warranted.

D. No contract adjustment will be allowed unless Contractor has submitted the request for adjustment within the time prescribed.

E. No contract adjustment will be allowed under this clause to the extent that performance would have been suspended or delayed by any other cause, or for which an adjustment is provided or excluded under any other term or condition of this contract.

F. The Engineer reserves the right to make, in writing, at any time during the work, such changes in quantities and such alterations in the work as are necessary to satisfactorily complete the project. Such changes in quantities and alterations shall not invalidate the contract nor release the surety, and Contractor agrees to perform the work as altered.

G. If the alterations or changes in quantities significantly change the character of the work under the contract, whether such alterations or changes are in themselves significant changes to the character of the work or by affecting other work cause such other work to become significantly different in character, an adjustment, excluding anticipated profit, will be made to the contract. The basis for the adjustment shall be agreed upon prior to the performance of the work. If a basis cannot be agreed upon, then an adjustment 172
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48 will be made either for or against Contractor in such amount as Engineer may determine to be fair and equitable.

H. If the alterations or changes in quantities do not significantly change the character of the work to be performed under the contract, the altered work will be paid for as provided elsewhere in the contract.

I. The term “significant change” shall be construed to apply only to the following circumstances:

1) When the character of the work as altered differs materially in kind or nature from that involved or included in the original proposed construction

2) A major item of work, as defined elsewhere in this contract. 900-37 Final Inspection and Punch List
A. Attention is directed to Section 6-8.1 “Completion and Acceptance” of City General Provisions and these Special Provisions.

B. When the work has been completed, Engineer will make the final inspection and final project walk-through with Contractor. Engineer will create a punch list of deficient items that need to be corrected by Contractor. Engineer reserves the right to add items to the project’s punch list as deemed necessary. All punch list items must be completed within five working days of notice to Contractor. Punch list items must be accounted for in the project construction schedule within the project working days. Contractor shall not be granted additional working days for the completion of the punch list items. 900-38 Construction As-Built Drawings
A. Contractor must maintain a complete and accurate record of all changes of construction from that shown in these plans and specifications for providing a basis for construction as-built drawings. These drawings must be maintained on-site during the course of construction and updated monthly, at minimum.

B. Contractor must use a job set of contract drawings, clearly labeled “Construction As-Built Drawings,” to record all changes in construction.

Completely, accurately, and legibly mark the job set of as-built drawings in red ink to record actual construction. Use additional copies of prints, if necessary, to ensure legible recording of data and date all entries. Call attention to the entry by drawing a “cloud” around the area affected. In case of overlapping changes, use different colors for each change. Maintain consistent color coding throughout the drawings.

C. Contractor must submit a full-size copy of the updated construction as-built drawings in progress with each progress payment to document the status of 173
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49 the drawings. Progress payments may not be processed until acceptable drawings are submitted. Contractor must submit a complete set of original construction as-built drawings to Engineer ten days after final inspection along with a letter declaring that other than these noted changes on the as-built drawings, “the Project was constructed in conformance with the Contract Documents.” Contractor must provide this set of as-built drawings and letter prior to processing of the final pay estimate.
900-38a Payment
Full compensation for recording construction changes and furnishing the construction as-built drawings is considered included in the prices paid for the various bid items of work and no additional compensation will be allowed therefor. 900-39 Closeout Procedures
A. Attention is directed to Section 6-8.1 “Completion and Acceptance” and Section 7-3.2.1 “Request for Payment” of City General Provisions and these Special Provisions.

B. Contractor must submit closeout submittals upon completion of work, including completion of punch list items, at least seven days prior to application for final payment, including, but not limited to the following.

1) Evidence of compliance with requirements of governing authorities.

2) Project record documents and construction as-built drawings.

3) Operations and maintenance manuals.

4) Keys, spare parts, remotes and other required devices.

5) Warranties and bonds including an Increase Rider in the amount of final contract.

6) Evidence of payment and release of liens as outlined in conditions of the contract.

7) Survey record documents.

8) Final Release Form CC4 and signed “Acknowledgement of Final Closeout and Release of Claims”.
900-40 Measurement and Payment
Payment for all work bid at a price per unit of measurement will be based upon actual quantities of work as measured upon completion. City does not expressly or by implication agree that the actual amount of work or materials of any class will 174
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50 correspond to the estimated quantities given in the proposal. Contractor shall make no claim for anticipated profits, or loss of profit, for damages, or for any extra payment whatever because of any difference between the amount of work actually done or materials furnished and the estimated amount.

Unless otherwise noted in these Special Provisions, full compensation for work, other features, and conforming to the requirements of this Section 900, “General”, is considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.

Work called for on the plans or required by the specifications, but for which no bid item exists is considered included in the prices paid for the various items of work and no separate payment will be made.
900-40a Scope of Payment
The items bid on a “lump sum” basis will result in a complete structure, operating plant, or system, in satisfactory working condition in respect to the functional purpose of the installation and no extra compensation will be allowed for anything omitted but fairly implied. Full compensation for additional materials and labor, whether or not shown on the drawing or specified in the State Standard Specifications or these Special Provisions, which are necessary to complete all work will be considered as included in the lump sum price paid for the work, and no additional compensation will be allowed therefor.
900-40b Prompt Progress Payment to Subcontractors
A prime contractor or subcontractor shall pay any subcontractor not later than ten days of receipt of each progress payment in accordance with the provision in Section 7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors. The ten days is applicable unless a longer period is agreed to in writing. Any delay or postponement of payment over thirty days may take place only for good cause and with the agency’s prior written approval. Any violation of Section 7109.5 will subject the violating contractor or subcontractor to penalties, sanction and other remedies of that section. This requirement will not be construed to limit or impair any contractual, administrative or judicial remedies otherwise available to Contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor.
900-41 Partial Payments
In addition to Section 9-1.06 of the Standard Construction Specification, Contractor shall submit all requests for progress payments using the forms included in the Appendices. 175
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51 900-41a Form CC1
Progress Payment Request - This form is to be completed and signed by Contractor and attached as a cover sheet to its request for payment. This will be mandatory on all contract requests.
900-41b Form CC2
Progress Payment Request – Detail - This form may be used by Contractor to provide the detail required to verify payment quantities. (City will accept Contractor’s standard form if it provides the required information).
900-41c Form CC3
Quantity Change Verification Form - This form is required before any payment can be made based on actual quantities exceeding estimated quantities. At the conclusion of the contract, City will issue a “Balancing Change Order” incorporating all quantity increases and decreases in the contract items of work.
900-42 Final Payments and Claims
In addition to Section 9-1.07B of the State Standard Specifications, Contractor shall submit Form CC4: Final Release Form. This form must accompany all requests for final payment (see Appendix A).

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52 SECTION 901 MOBILIZATION
901-1 General Requirements
Mobilization work will include all mobilization, demobilization, bonds, and insurance, preparatory and operations work necessary to provide for bonds, insurance, required permits and fees, submittals, shop drawings, project phasing, multiple move-ins and move-outs required to prosecute the work, supervision, coordination and concurrent work with other contractors, meetings, preparing “as-built” plans or record drawings, movement of personnel, equipment, supplies, and incidentals to and from the project site; the establishment of all other facilities necessary for work on the project; for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items of work at the project site; and work and improvements called for or implied by the Contract Documents, which are not included in the other bid items but are required to complete the Work. 901-1a Construction Staging
Contractor shall note that City does not allow staging on City property. It is Contractor’s responsibility to coordinate staging prior to the start of construction. 901-2 Measurement and Payment
Payment for mobilization will be made at the contract lump sum price under the “Mobilization” Lump Sum price bid. This price will be considered full compensation for the furnishing of all materials and for all labor, equipment, tools, and incidentals necessary to complete the item. Measurement: This pay item will be a lump sum item for Mobilization complete in accordance with the Contract Specifications and no measurement will be made therefor.

Compensation: Payments for mobilization will be made in accordance with California Public Contract Code – PCC Section 10264, which is summarized here:
x When 5 percent of the original contract amount is earned, 50 percent of the pay item for mobilization may be paid.
x When 10 percent of the original contract amount is earned, 75 percent of the pay item for mobilization may be paid.
x When 20 percent of the original contract amount is earned, 95 percent of the pay item for mobilization may be paid.
x When 50 percent of the original contract amount is earned, 100 percent of the pay item for mobilization may be paid.

Note: The maximum bid item amount for "Mobilization" shall be not more than ten percent of the original contract amount.
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53 SECTION 902 TRAFFIC CONTROL, PARKING RESTRICTION, AND SIGNAGE 902-1 General
A. Traffic control must be coordinated to minimize inconvenience and maximize safety of the public during the construction period. Traffic control must be installed and in accordance with the California Manual on Uniform Traffic Control Devices (CA MUTCD), Section 12, “Temporary Traffic Control” of the Standard Specifications and these Special Provisions. Traffic includes vehicles, bicycles, pedestrians and other modes of transportation.

B. All arterial streets (four or more lanes) traffic control must be performed by a sub-contracted company specializing in traffic control for street work possessing a C-31 License issued by Contractor’s State License Board of the State of California.

C. Personal vehicles of Contractor’s employees may not be parked on the traveled way or shoulders of the construction zone, including any section closed to public traffic. Employees’ personal vehicles may be parked on adjacent streets within the legal parking areas.

D. All haul routes must be submitted to Engineer for review and approved prior to the start of construction.

E. Contractor must allow access to emergency vehicles at all times.

F. When traffic cones or delineators are used to delineate a temporary edge of traveled way, the line of cones or delineators will be considered to be the edge of traveled way. However, Contractor may not reduce the width of an existing lane to less than ten feet without advanced written approval from Engineer.

G. Contractor must furnish and post signage with ample warning, where necessary, to inform the public about closures or restrictions on streets and at parking area entrances. Changeable Message Signs (CMS) shall be provided on each end of all major roadway segments. All CMSs must be locked and password protected.

H. Except as otherwise provided, the full width of the traveled way must be open for use by public traffic on Saturdays, Sundays, and designated legal holidays and when construction operations are not actively in progress.

I. Contractor must minimize the amount of time that traffic signals are not fully operational. Phase and coordinate work such that signals are without detection for only the minimum amount of time.

J. If a traffic loop is damaged, Contractor must notify Engineer immediately. Any traffic loop that is damaged or disconnected prematurely must be replaced within 48 hours of being damaged or disconnected at Contractor’s expense. 178
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54 If any component in the traffic control system is damaged, displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, Contractor must immediately repair the component to its original condition, or replace such component and return it to its original location. Failure by Contractor to continuously maintain the approved traffic control devices must be sufficient cause for Engineer to stop all work protected by or associated with such traffic control devices

K. Upon completion of the work in an area requiring traffic control, all components of the traffic control system must be removed from the site of the work.

L. Contractor shall be fully responsible for maintaining all traffic control during the construction period and must furnish all traffic control equipment, signs, and barricades necessary to meet the requirements of these specifications, the direction of Engineer and required to complete the project.

M. Contractor must install, test and maintain in operation “Traffic Loops” (if applicable) prior to damaging or disconnecting any traffic loops. 902-2 Traffic Control Plan and Requirements
A. Prior to start of construction Contractor must submit to Engineer for approval a detailed plan for traffic control and signal coordination (when required) for the various construction operations.

B. The Traffic Control Plan must show all required barricading, flagman, signage, tapers, and traffic routing as may be required to maintain traffic circulation through, and in the vicinity of construction operations. The plan must show in detail how traffic will be routed through and around the construction site, including traffic from cross streets, alleys, and private drives. The plan must also show the location of signs that will provide advance warning to through traffic of street closure. The Traffic Control Plan must be prepared in accordance with the CA MUTCD.

C. No construction operations may commence without prior review and approval of the Traffic Control Plan by City Public Works Department and Engineer. If the Traffic Control Plan requires Repetitive Review, each subsequent submittal of the Traffic Control Plan shall be signed and sealed by a Traffic Engineer experienced with Construction Work Zone Traffic Control, with current Registration in California.

D. Engineer may require field alterations of the Traffic Control Plan as necessary to provide for the safety and convenience of public traffic. Contractor must place, relocate or remove components of the traffic control system when directed by Engineer, at no additional cost. Failure to comply with the approved Traffic Control Plan and any direction of Engineer will be grounds 179
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55 for immediate suspension of the construction operation until Contractor makes such changes. If Contractor fails to make required changes in the timeframe required, 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 Contractor.

E. As an integral part of the Traffic Control Plan, Contractor must designate one person as Traffic Lead for traffic control. That person must be on the job site and available to Engineer at all times during construction and for the duration of the project. The Traffic Lead must be in possession of a mobile 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 Engineer for the convenience of public traffic. The Traffic Lead must know and understand the CA MUTCD. The Traffic Lead must have adequate personnel (a minimum of two) and other resources to promptly place and remove any traffic control components as required for the safety of the public or as directed by Engineer.

F. Pedestrian access must be maintained at all times to all business, residences and buildings adjacent to Construction. Contractor 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 Engineer. Under no circumstances may pedestrian access be restricted on both sides of a street simultaneously.

G. 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.

H. Contractor must maintain traffic circulation at all times including adequate flagging to accommodate public traffic as needed. 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 feet or the distance eliminates line of sight. All costs for flaggers must be included in the contract item bid for Traffic Control.

I. Lanes may only be closed upon approval of Engineer and with an approved Traffic Control Plan. Sufficient arrow boards, CMSs and sufficient traffic control will be required. Lanes may only be closed when work is in progress and restrictions may only be in effect for the minimum amount of time necessary to perform the Work, as determined by Engineer. Lane restrictions 180
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56 near intersections shall be minimized and turn pockets shall be returned to operation as soon as practicable and as directed by Engineer.

J. 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 City Council and require significant justification and processing time and are typically not approved.

K. Prior to the Pre-Construction Meeting, 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 working days will be required to review and provide Contractor with comments on the plan. Contractor shall revise the plan per City’s comments until the plan is accepted by Engineer. Contractor shall not be allowed to begin work until Engineer has accepted the Traffic Control Plan.

L. 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 and detours

2) Construction, warming, 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) Portable delineators

8) Traffic cones

9) Lights, flares, flaggers, and spacings

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

N. Temporary lane closures will be allowed only during approved working hours.

Contractor shall provide at least one lane in each direction on all existing streets throughout the construction project unless otherwise approved in writing by Engineer.
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57 O. When work is performed within an intersection, Contractor shall place the traffic signal in red flash. Contractor shall notify Engineer at least 48 hours in advance of placing a traffic signal on flashing red. City will provide written approval prior to signal reprogramming. If no work is being performed within an intersection, Contractor shall place the traffic signal into normal operations.

Flaggers are required to control traffic at intersections placed in red flash.

P. Contractor shall cooperate with and notify the local police and fire department, ambulance services, post office, refuse collectors, schools, and school districts, transit, 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, Contractor shall make available a 24-hour telephone number in case of emergencies and/or problems.

Q. Contractor shall be responsible for notifying residents and businesses of the proposed construction. Notifications shall be distributed to residents and businesses within a 500-foot radius of the job limits, including residents and businesses located on streets adjacent to the construction.

R. Notifications to affected residents and businesses within the paving areas shall consist of two phases and shall be performed for the paving applications.

S. The first phase notifies the affected residents and businesses of the upcoming construction through the use of “door hanger” type formatted notifications. The notifications shall be provided in English and Spanish and shall state the street name, the working hours, and the anticipated begin and completion dates for each street. A sample of the required notification is located within the Appendices of these Special Provisions. Contractor shall distribute the door hanger notifications a minimum of five working days in advance of the paving.

At the Pre-Construction Meeting, Contractor shall provide Engineer a copy of the proposed notification letter for acceptance.

1) Notifications shall be tucked nearly in door jams, handles, or partially under mats. Notifications shall not be glued, stapled, tacked, or otherwise attached to property. Contractor shall take care to stay on designated walkways during delivery of notifications and be polite to citizens encountered.

T. The second phase consists of Contractor posting “No Parking” sign on the barricades 72 hours prior to paving on streets that allow parking. At the Pre- Construction Meeting, Contractor shall submit to Engineer a sample “No Parking” sign for acceptance. 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 182
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58 affected street. This will have to be repeated for the striping portion of the work.

Parking restriction (no parking) signs posted by Contractor shall be of heavy card stock and not less than 1.75 square feet of surface area on the face.

Background color shall be white, and letter shall be printed in red water resistant ink except that day, date, and time of restriction 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 1.5 inches and a stroke width of not less than 0.2 inches. The day, date, and time of the restriction shall be printed or attached below the above-mentioned wording in characters of not less than 1 inch in height and 0.15 inches in stroke width.

The day of the week shall be written out or properly abbreviated with three to four letters; date or dates of restriction shall be listed completely; the beginning and ending times shall be clearly listed on the sign. Each sign shall also list the name of Contractor and Contractor's local phone number in characters of not less than 0.75-inch height; Contractor shall staff such phone lines to answer all phone inquiries by the public between the hours of 7 a.m. and 6 p.m. during construction. Alternate no parking signs will be considered by Engineer and shall include all the above information and shall conform to one of the following combinations of standard sign plates: R26D + R30TA + R26E or R30TA + R30.

Signs shall be mounted such that the words 'No Parking' are at an elevation of at least three feet and not more than seven feet above the adjacent flow line. Signs may be tied with string to trees and power poles, taped to existing sign poles, or mounted to stakes or barricades as provided by Contractor. The signs shall be placed as needed to control the parking of cars within the construction zone; signs shall be placed at intervals of 75 feet or less along each side of the roadway for parallel parking and 40 feet or less for angle parking

U. 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 Engineer a sample “Construction Speed Limit” sign for acceptance. Signs shall be placed a maximum of 500 feet apart, on both sides of the affected street.

V. Emergency access to driveways, intersections, and residential streets shall be maintained at all times. If vehicles are parked in the working area, Contractor shall not attempt to move the vehicle.

Contractor shall provide notification, with photos, of the posted “No Parking” signs, on the day of installation, to City’s Parking Enforcement Officer. On the third day (72 hours), Contractor shall contact the Parking Enforcement Officer 183
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59 to request a vehicle be towed, if necessary. City’s Parking Enforcement Officer Contact information: Kevin Crabtree, [email protected], (805) 562- 5501.

W. Lane and street closure shall not be allowed 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 collection days.

X. The provisions in this section will not relieve Contractor from their responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in Section 7-1.04, “Public Safety,” of the State Standard Specifications.
902-3 Construction Signage
A. Construction area signs must be furnished, installed, maintained, and removed when no longer required in accordance with the provisions of the CA MUTCD, the traffic control plan as approved by 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. Contractor shall post signs, 2’x3’, one in each direction of on-coming traffic, for Measure “A” funded circulation improvement projects, one week before, during construction, and one month after, that include the project title, Measure “A” logo, project completion date, project sponsor logo and Measure “A” website address. These signs may be provided by City upon request. Contractor shall be responsible for supplying and installing 2”x2” posts for each sign.

D. Contractor shall be responsible for suppling and posting C48 (CA) signs, 4’x2.5’, one in each direction of on-coming traffic, for projects funded by SB1, one week before, during construction, and one month after. Each sign shall be installed on 2’x2’ posts (See Appendix F).

E. Contractor may also consider implementing CMSs as needed in high traffic areas. If used, the CMS shall be included on the traffic control plan and installed no sooner than one week ahead of the work.
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60 902-4 Street Work Requirements
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 Plans, these Special Provisions, or the time specified by Engineer, whichever is more restrictive. 902-5 Temporary Pavement Markers
A. Wherever Contractor'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 Contractor'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 accordance 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 painted at Contractor’s option, prior to the opening of traffic lanes.

B. A minimum of three working days prior to the planned date for placing painted temporary or permanent striping and marking, Contractor must request Engineer approve the “cat-tracking”.
902-6 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 and Maintenance” 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 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 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.

SECTION 903 WATER POLLUTION CONTROL PLAN (WPCP)
903-1 General
A. Attention is directed to Section 13-3 “Stormwater Pollution Prevention Plan” of the Standard Specifications and these Special Provisions.

B. Discharges of stormwater from the project must comply with the permit issued by the Central Coast RWQCB for National Pollutant Discharge Elimination System (NPDES) Permit No. CAS000002, Permit No. (Order No. 2009-0009- 185
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61 DWQ). The Central Coast RWQCB permit governs stormwater and non- stormwater discharges resulting from construction activities in the project area.

The Central Coast RWQCB permit may be viewed at Central Coast RWQCB office located at 895 Aerovista Place, Suite 101 San Luis Obispo, CA 93401.

C. Contractor shall prepare and maintain a Stormwater Pollution Prevention Plan (SWPPP) or Water Pollution Control Plan (WPCP) on the form provided by City, included in this specification, which describes in specific detail 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 WPCP. The program shall address both common construction activities and extraordinary events.

D. Contractor shall include Water Pollution Control Drawings (WPCD) in the WPCP to illustrate the locations, applications, and deployment of best management practices (BMPs) identified in the WPCP. The WPCD shall be included as an attachment to the WPCP. Sample WPCDs can be obtained from the Caltrans Storm Water Quality Handbook. The WPCP shall also comply with the Central Coastal Regional Water Quality Control Board Phase II Municipal Separate Storm Sewer System Program (Order No. 2013-0001 DWQ).

E. 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.

F. Contractor shall submit one copy of the WPCP to City a minimum of ten working days prior to beginning construction. Construction shall not begin until the WPCP is approved. Contractor shall update the WPCP as necessary during the work to prevent contamination of the stormwater collection system.

G. Before start of work, Contractor shall train all employees and subcontractors on the WPCP and related WPCD.

H. Suggested BMPs can be obtained from the following sources:

1) Central Coastal Regional Water Quality Control Board Phase II Municipal Separate Storm Sewer System Program /Order 2013-0001 at Central Coast Regional Water Quality Control Board web site at:

https://www.waterboards.ca.gov/centralcoast/ and
https://countyofsb.org/pwd/sbpcw/water-quality/storm-water- management.sbc
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62 2) California Stormwater BMP Handbooks for Construction or Municipal Activities –

www.cabmphandbooks.com

3) Caltrans’ Stormwater Quality Handbooks –

http://www.dot.ca.gov/hq/construc/stormwater/stormwater1.htm 903-2 Construction
A. Contractor shall keep a copy of the WPCP on the job site. Contractor shall provide continuously at the jobsite all the tools, equipment, and materials necessary to implement the WPCP at all times from project initiation through completion, including any punch list or warranty work on the project. At a minimum the following requirements should be met as applicable, to the maximum extent practicable, at construction sites regardless of size:

1) Storm Drain System Protection – At the first order of work, 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 WPCP. 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:

i. a particulate filter of geosynthetic material securely fastened in place such that it cannot be bypassed without significant physical damage

ii. A pre-filter for the particulate filter

iii. 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

2) 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 187
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63 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 the event of rain. Do not store materials in the street or gutter area.

3) 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. 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 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.

4) 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, and covering slopes susceptible to erosion.

5) Spill Prevention & Cleanup Plan - Contractor shall have a spill prevention plan and spill cleanup materials readily available and addressed in the WPCP. 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, Contractor must certify that all contaminated materials have been properly disposed in accordance with the WPCP.

6) Asphalt & Concrete & Related Activities – Contractor shall implement the following BMPs:

i. Restrict paving/repaving activity to exclude periods of rainfall or predicted rainfall unless required by emergency conditions.

ii. Install sandbags or gravel bags and filter fabric at all susceptible storm drain inlets and at manholes to prevent spills of paving products and tack coat.

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64 iii. Prevent the discharge of release agents including soybean oil, other oils, or diesel to the storm drain system or receiving waters.

iv. Minimize non-stormwater runoff from water use for the roller and for evaporative cooling of the asphalt.

v. Clean equipment over absorbent pads, drip pans, plastic sheeting or other material to capture all spillage and dispose of properly.

vi. Collect liquid waste in a container, with a secure lid, for transport to a maintenance facility to be reused, recycled or disposed of properly.

vii. 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.

viii. Cover the cold mix, asphalt, materials (i.e., pre-mixed aggregate and asphalt binder) with protective sheeting during a rainstorm.

ix. Cover loads with tarp before haul-off to a storage site, and do not overload trucks.

x. Minimized airborne dust by using water spray during grinding.

xi. Avoid stockpiling soil, sand, sediment, asphalt material and asphalt grinding material or rubble in or near storm water drainage systems or receiving waters.

xii. Protect stockpiles with a cover or sediment barriers during a rain event.

7) Sidewalk Washing – The following methods should be utilized to prevent discharge of sidewalk cleaning wastewater into the storm drain system:

i. Sweep and pick up all areas to be cleaned before using water.

ii. Manually scrape gum from sidewalks and other surfaces.

iii. 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.

iv. One or more of the following methods are recommended to prevent pollutants from entering the storm drain system:
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65 x Sandbags can be used to create a barrier around storm drains.*

x Rubber mats or plugs can be used to seal drain openings.*

x Temporary berms or containment pads help keep water on site.*

x Use berms of sandbags to direct wash-water to
landscaping.*

x Use large squeegees to accumulate sheet flow for
collection.

v. 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.

8) 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 WPCP.

9) Removal of Accumulated Rainwater – Contractor shall follow City of Goleta Guidelines for Removal of Rainwater that has accumulated on the job site.
903-3 Measurement and Payment
Contractor will be paid for work of preparing, implementing, inspecting, maintaining, and removing the WPCP on a lump sum basis as shown in the Bid Schedule for “Water Pollution Control Plan”. In addition, failure to perform and document the required daily inspections will result in a daily liquidated damage of $250/calendar day. This liquidated damage will be in addition to any other liquidated damage. The imposition of the penalty will not relieve Contractor of any obligations of these project requirements.

Payment for the work involved under the bid item for the Water Pollution Control Plan may be made on a partial payment system based on the completion of the following stages of work:

Work Description Payment
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66 Develop Plan 10% of Bid Price
Initial Plan Implementation 10% of Bid Price
Removal of BMPs at Completion 10% of Bid Price
Inspection & Maintenance of WPCP 70% of Bid Price Payment for the WPCP shall include all the labor, materials, equipment, and incidentals for preparing, maintaining, and updating a WPCP and complying with all provisions including maintenance and updating of BMPs throughout construction, as specified herein.

Fines and penalties from regulatory agencies levied against City as a result of Contractor’s work, including actions or inactions shall be the responsibility of Contractor and may be deducted from payments due or to become due Contractor.

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67 SECTION 904 MEASUREMENT AND PAYMENT
904-1 General
A. Measurement will be in accordance with Standard Specification unless otherwise specified.

Bid Item List Abbreviations
Abbreviation Meanin g
CF Cubic Foot
CY Cubic Yard
EA Each
(F) Final Pay Item
GAL Gallon
HR Hou r
LB Pound
LF Lineal foot
LS Lump sum
SF Square foot
SY Square yard
TN 2,000 Pounds

B. When an item of work is designated as (F) in the bid schedule, then the item will be a final pay item for payment purposes only. For a final pay item, payment will 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 Engineer.
904-2 Measurement and Payment
Payment for the various items of the Bid Schedule, as further specified herein, will include all compensation to be received by 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.

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68 SECTION 905 ROADWAY PREPARATION
905-1 Scope
The work under this section consists of preparing the roadway prior to the resurfacing or reconstruction as specified in these Special Provisions and as required by Engineer. Such work shall include controlling nuisance water, sweeping, watering, removal of all raised pavement markers, removing thermoplastic pavement markers, removing rubber speed bumps and storing them at a safe location agreeable to City until replacement, and removing loose and broken asphalt concrete pavement and foreign material, including existing weed growth as specified in these Special Provisions and as required by Engineer. The Storm Water Pollution Control Program is to be implemented prior to the start of work. Any roadway area 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. Contractor shall submit a product information sheet on the herbicide to be used.

Contractor’s attention is especially directed to Division II, “General Construction" and Section 18, "Dust Palliatives" of the Standard Specifications, which shall be strictly adhered to. (A bid item is included herein for Traffic Control for all project work). 905-2 Removal and Disposal of Materials
A. Contractor may be required to remove and dispose of materials and construction debris including concrete, asphalt, asphalt speed humps, damaged vehicle loop detectors, tree roots, aggregate base, vegetation and unsuitable materials from the construction areas to a landfill site approved by Engineer. The disposal of such materials shall conform to all local ordinances and regulations of City of Goleta and the County of Santa Barbara relating to land grading, flood plains, drainage facilities and disposal of surplus materials. All other costs, charges and fees associated with such disposal shall be borne by Contractor. Surplus materials are not to be confused with salvaged material, which shall remain the property of City.

B. Contractor shall remove and dispose of from the right-of-way or easement area all objectionable materials such as weeds, grass, roots, stumps, trash, broken concrete, excess material and other debris.

C. Contractor shall be responsible for maintaining all existing drainage facilities and to reestablish the drainage ditches and facilities to their original location and condition as soon as possible after completion of the work in the area, to the complete satisfaction of Engineer, except when such realignment or modification of the existing facilities is set forth on the plans and in other items of work.

D. Preservation and protection of survey monuments and markers encountered along the line of the work shall conform to the following:
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69 1) Contractor shall notify Engineer of monuments encountered and shall not remove or damage said monuments.

2) If the monument is damaged, through the negligence or carelessness on the part of Contractor, notification is not made as provided above or markers are removed which are not in direct conflict with the construction, Contractor shall be responsible for the cost of referencing, resurvey, and replacement of the monument or marker.

3) Replacement of Survey monuments and boxes shall be as set forth under Section 81 "Survey Monuments" of the Standard Specifications.

E. All materials removed as provided herein shall become the property of Contractor and shall be disposed of off City right-of-way or easement, unless otherwise set forth on the plans or in these Special Provisions. Existing public or private improvements which are designated on the plans or in these Special Provisions to be salvaged shall be carefully removed and stockpiled in the right-of-way or easement for later removal by City forces or the adjacent property owner, as specified.

F. During construction, provision shall be made to prevent siltation of the downstream drainage system, either from winter runoff or from any dry season flow passing through the construction site. Such provisions may include silt basins, silt fences or other physical means. If Contractor's methods fail to prevent siltation or they fail to provide a protection against siltation, they shall clean the downstream drainage system to the satisfaction of Engineer, and they shall be responsible for any damage which might result.

G. Attention is directed to Section 17-2, “Clearing and Grubbing” of the Standard Specifications and Section 900-35 “Project Appearance & Cleanup” of these Special Provisions. Add the following:

1) Existing soil, rock, and vegetation shall be removed and disposed as required to accommodate the construction of the various types of miscellaneous concrete improvements and associated placement of aggregate base or sand bedding.

2) Contractor shall prune roots per City Arborist. Tree roots shall not be cut indiscriminately with a root saw. Roots shall be cut by hand with a chain saw using 60 grit sandpaper, when encountered in excavation.

Roots found to be growing above the grading plane shall be removed to a depth of six inches below the grading plane. Removal of roots shall be considered as included in the various items of concrete construction and no additional compensation will be allowed, therefor. Debris from root removal operations shall become the property of Contractor and shall be legally disposed of.
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70 905-3 Concrete Removal
A. Concrete shall be defined as all or portions of mortared rubble masonry, brick or stone curbs, gutters and sidewalks; and Portland cement concrete curbs, gutters, sidewalks, gutter depressions, driveways, aprons, slope paving, island paving, barriers, retaining walls, spillways, dams, structures, foundations, footings, and all other Portland cement concrete or masonry construction.

B. Concrete sidewalks, driveways, and curb and gutters shall be removed to the nearest expansion joint, contraction joint, score mark, or as otherwise directed by Engineer. Contraction joints and score marks are to be sawcut to the depth of the existing concrete. Contractor shall layout saw cut lines a minimum of two working days prior to saw cutting and shall notify Engineer to verify proper location.

C. Where portions of existing asphalt concrete surfacing or concrete curb and gutter or sidewalk are to be removed, the outline of the area to be removed shall be cut on a neat line with a power-driven saw to a minimum depth of

0.25-foot before removing the surfacing.

D. Any and all concrete sludge generated during sawcutting shall be removed simultaneously with a suitable wet-dry vacuum and properly disposed of.

Failure to sufficiently remove and properly dispose of concrete sludge would be a violation of City’s Water Pollution Control Program and may result in associated penalties.

E. Street lighting conduit, irrigation lines, and utility services are often located within the areas indicated for sidewalk removal. Contractor shall work with the utilities and the adjacent property owners to locate and identify all conflicting lines. Any lines, conduits, and services damaged by Contractor shall be repaired and service restored immediately at Contractor's expense. All parkway areas not included in the landscape planting areas shall be restored to their original condition including any replanting, re-sodding, backfilling and re-grading.

F. At locations indicated on the plans and at other locations to be determined by Engineer, Contractor shall sawcut, remove, and recycle existing concrete, including base course and other hardscape improvements. Contractor shall recycle all demolished concrete to ensure that none of the material will be disposed of at a landfill.

G. Prior to starting work, Contractor shall submit a plan to be approved by Engineer that demonstrates that all concrete generated from the project will be recycled. Contractor shall provide to Engineer weigh tickets or other evidence that the material to be recycled has been disposed of at a recycling facility.
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71 905-4 Asphalt Concrete Removal
A. Any existing asphalt pavement section adjoining any of the concrete improvements to be replaced shall be removed to a minimum of one and one- half feet outside of the limits of the concrete improvements. Concrete or concrete base shall be removed only with specific approval of Engineer.

B. At locations indicated on the plans and at other locations to be determined by Engineer, Contractor shall sawcut, remove, and recycle existing asphalt concrete, including base course and other hardscape improvements.

Contractor shall recycle all demolished asphalt concrete to ensure that none of the material will be disposed of at a landfill. Prior to starting work, Contractor shall submit a plan to be approved by Engineer that demonstrates that all asphalt concrete generated from the project will be recycled. Contractor shall provide to Engineer weigh tickets or other evidence that the material to be recycled has been disposed of at a recycling facility.
905-5 Unclassified Excavation
A. Attention is directed to Section 19-1.03, “Construction” of the Standard Specifications and these Special Provisions.

B. Contractor shall perform all excavation necessary to perform the required work. The excavation shall include the removal and disposal of all materials of whatever nature encountered, which shall include both rock and common excavation, including all obstructions that would interfere with the proper construction and completion of the work, and shall include the furnishing, placing, and maintaining of shoring and bracing necessary to safely support the sides of the excavations.

C. Contractor shall dispose of all excess excavated material at their own expense (except materials determined to be hazardous which shall be paid for as approved extra work), and in accordance with an approved hauling plan. 905-6 Subgrade Preparation and Placement of Base Materials 905-6a Subgrade Preparation
The subgrade shall be cut to grade and proof-rolled in order to detect isolated unstable areas. Any areas found to be yielding shall be stabilized. If unstable soils are encountered at any time during the grading operation, stabilization will be required prior to placement of aggregate base. Stabilization, if required, shall consist of removing soft, spongy or otherwise unsuitable materials to firm unyielding soil and backfilling with crushed aggregate base.
905-7 Measurement and Payment
Full compensation for conforming to all requirements specified in this section, “Roadway Preparation,” shall be considered as included in the contract prices paid for other items of work and no additional compensation will be allowed therefor. 196
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72 SECTION 906 CRACK SEAL
906-1 General
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.
906-2 Materials
The crack sealant shall be a mixture of paving asphalt and ground rubber, and shall conform to ASTM D 5078, Type II.
906-3 Construction
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 mechanically 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 crack 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 crack 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.
906-4 Measurement and Payment
The measurement and payment for crack sealing will be included in the contract unit price for “Crack Seal & Type II Slurry Seal” and “Crack Seal & Micro-Surfacing”.

No additional compensation will be allowed therefor.

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73 SECTION 907 SLURRY SEAL
907-1 General
This work shall consist of producing and placing Type II slurry seal on a surfacing or pavement as shown on the plans. All work shall comply with Section 37-3, “Slurry Seal and Micro-Surfacings” of the Caltrans 2018 Standard Specifications, and these Special Provisions, except as modified herein.
907-2 Materials
907-2a General
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 Association Design Technical Bulletin No. 111. A change in either the aggregate or emulsion during the course of work will require the 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.

The materials used in Type II slurry seal shall conform to Section 37-3.02B, “Materials”, of the 2018 Standard Specifications.

Wet Track Abrasion shall be maximum 50 g/ft
2 (538 g/m2).

Add to section 37-3.02B(4), “Aggregate” of the 2018 Standard Specifications:
x Aggregate shall be 100% crushed with no rounded particles 907-2b Asphalt Emulsion
Asphalt emulsion shall conform to the provisions in Section 94-1.02, Table 3, “Requirements for Polymer Modified Asphaltic Emulsion”, except as modified below, and shall be of the grade specified herein.

Asphalt emulsion shall be cationic type polymer modified asphaltic emulsion Grade PMCQS-1h. Bituminous binder shall be determined by use of California Test Method 302, 10% Maximum, for Compatibility to Cationic or Anionic Emulsions.

Cationic type asphaltic emulsion Grade PMCQS-1h shall conform to the requirements in Section 37-3.02B(2), “Asphaltic Emulsions” of the 2018 Caltrans Specifications.

Due to field conditions or performance of the finished product, modifications to the asphaltic emulsion may be necessary. Modifications will be as requested by Engineer, will be within the ranges specified in these Special Provisions, and shall be performed at no additional cost to City.
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74 The liquid rubber latex polymer shall be “co-milled” into the emulsion through the water phase at the time of manufacturing. Each load of polymer modified asphaltic emulsion shall have a certificate which guarantees that this “co-milling” process was used, and which also guarantees the percentage of liquid rubber latex polymer added to the asphaltic, or in the case of EVA the certificate shall guarantee the minimum amount of solid polymer was used in the asphalt prior to emulsification.

Contractor shall submit a sample of the following materials:
1) One gallon of the base asphalt
2) One quart of the polymer modified asphaltic emulsion The above sample (No. 1) shall be submitted to Engineer in a clean, air-tight, sealed, labeled one-gallon container, and the above sample (No. 2) shall be submitted in a clean, air-tight, sealed, labeled one-quart plastic container. Both samples shall be submitted a minimum of fourteen days prior to the beginning of chip sealing work.

Engineer shall have the submittal tested by an independent testing laboratory. No asphaltic emulsion shall be applied until the testing demonstrates that the proposed asphaltic emulsion conforms to the contract specifications. If the initial submittal does not conform, the costs of testing additional submittals shall be borne by Contractor.

Additional samples of the polymer modified asphaltic emulsion, as delivered to the project, will be taken by Engineer from the spray bar of the distributor truck at mid- load.
907-2c Submittals
Contractor shall provide material tags for tonnage of the aggregate and emulsion used to show that the application rate of aggregate and emulsion was within the range required by the specifications. If the application rate of aggregate or emulsion falls outside the minimum amount required, Contractor shall reapply the slurry seal on those streets that are determined to have not met the contract requirements. 907-3 Construction
907-3a General
Placement of the slurry seal shall conform to these Special Provisions and Section 37 of the 2018 Standard Specifications.

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. 199
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75 907-3b 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 atmospheric temperature is below 65 degrees Fahrenheit or during unsuitable weather, unless approved otherwise by Engineer.

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

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 survey 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) shall be protected by thoroughly covering the surface with an appropriate adhesive and oiled or plastic paper. No adhesive material shall be permitted to cover, 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. 200
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76 907-3c Application
Slurry seal shall be placed at least 24 hours after placement of crack seal. Type II slurry seal shall be applied onto the gutter lip but shall not extend more than 3/4-inch onto the gutter lip. Both applications shall be at the rates specified in the 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.
907-3d Street Sweeping
After completing, setting, and rolling of the slurry seal, any loose material shall be immediately removed by sweeping with a vacuum sweeper the day of application.

Interim sweeping using a vacuum sweeper shall be accomplished as more loose material appears. At a minimum, interim sweeping shall be accomplished on the 3
rd, 7th, 14th and 21st day after surfacing. A final post construction sweeping of all the slurry seal streets shall be performed 30 days after completion of all the slurry seal. The entire street surface, including sidewalks and driveways, shall be swept to the satisfaction of 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. 201
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77 907-3e 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. Compliance with the mix design will be verified using City’s testing laboratory. Engineer may sample material from stockpiles, trucks, application equipment, or during application. 907-4 Measurement and Payment
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 Standard Specifications and these Special Provisions. No additional compensation will be allowed therefor.

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78 SECTION 908 MICRO-SURFACING WITH BLACK ROCK
908-1 General
Micro-surfacing shall consist of mixing a polymer modified, emulsified asphalt, mineral aggregate, water, and additives, proportioned, mixed, and uniformly spread over a properly prepared surface as directed by Engineer. Micro-surfacing should be capable of performing in variable thickness cross-sections such as ruts, scratch courses and milled surfaces. The provisions of Section 37-3.01 “General” and 37-

3.03 “Micro-Surfacings” from Section 37-3 “Slurry Seals and Micro-Surfacing,” of the Standard Specifications shall apply in their entirety except as modified or supplemented herein.

Contractor shall ensure that the street scheduled for micro-surfacing is open to traffic within one hour of placing micro-surfacing. Liquidated damages of $500 per 10- minute increment shall be applied for failure to meet the one-hour requirement.

Contractor shall submit the following items:
1) Test reports for Emulsified Asphalt
2) Gradation and Test reports for aggregate
3) Concrete Mix Design
908-2 Materials
908-2a Emulsified Asphalt
The emulsified asphalt shall be polymer modified. The polymer material shall be milled or blended into the asphalt or emulsifier solution prior to the emulsification process. In general, three percent polymer solids by weight of asphalt is considered the minimum.

The emulsified asphalt, and emulsified asphalt residue, shall meet the requirements of AASHTO M 208 or ASTM D 2397 for CQS-1h, with the following exceptions:

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79 TEST TEST METHOD SPECIFICATION

AASHTO ASTM
Settlement and Storage
Stability of Emulsified
Asphalts, 24-h
T 59 D 6930 1% Maximum
T 59 D 6997 62% Minimum
Tests on Emulsified Asphalt Residue
Softening Point of
bitumen (Ring-and-Ball
Apparatus)
T 53 D 36 135°F (57°C)
Minimum
Penetration of
Bituminous Materials at
77°F (25°C)
T 49 D 5 5 40-90
2 1 The temperature for this test should be held at 350°F (177°C) for 20 minutes. 2 The climatic conditions should be considered when establishing this range. The solubility test, if required, should be evaluated on the base asphalt. Each load of emulsified asphalt shall be accompanied with a Certificate of Analysis/Compliance to indicate that the emulsion meets specification.
908-2b Aggregate
The aggregate shall be black rock pending submittal approval from Engineer and a crushed stone such as granite, slag, limestone, chat, or other high-quality aggregate, or combination thereof. To assure the material is 100 percent crushed, the parent aggregate will be larger than the largest stone in the gradation used.

Black Rock: Aggregate shall be 100% crushed with no rounded particles, volcanic in origin and black in color, as supplied by George Reed, Table Mountain, Sonora, CA or Equal.

The aggregate should meet agency specified polishing values and these minimum requirements:

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80 TEST TEST
METHOD

SPECIFICATION
ASTM
Sand Equivalent Value of Soils and
Fine Aggregate D 2419 65 Minimum
Soundness of Aggregates by Use of
Sodium Sulfate of Magnesium Sulfate C 88
15% Maximum w/NA2SO4
25% Maximum w/MgSO4
Resistance to Degradation of Small-
Size Coarse Aggregate by Abrasion
and Impact in the Los Angeles
Machine
1 C 131
30% Maximum

1The abrasion test is run on the parent aggregate gradation When tested in accordance with CTM 202, the mix design aggregate gradation shall be as specified below:

SIEVE SIZE TYPE II

PERCENT

STOCKPILE

TOLERANCE
3/8 (9.5 mm) 100
# 4 (4.75 mm) 90-100 ±5%
# 8 (2.36 mm 65-90 ±5%
# 16 (1.18 mm) 45-70 ±5%
# 30 (600 um) 30-50 ±5%
# 50 (330 um) 18-30 ±4%
#100 (150 um) 10-21 ±3%
#200 (75 um) 5-15 ±2%

The gradation of the aggregate stockpile shall not vary by more than the stockpile tolerance from the mix design gradation (indicated in the table above) while also remaining within the specification gradation band. The percentage of aggregate passing any two successive sieves shall not change from one end of the specified range to the other end.

The aggregate will be accepted at the job location or stockpile based on three gradation tests sampled according to CTM 202. If the average of the three tests is within the stockpile tolerance from the mix design gradation, the material will be accepted. If the average of those test results is out of specification or tolerance, 205
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81 Contractor shall remove the material. Screening shall be required at the stockpile if there are any problems created by oversized materials in the mix. 908-2c Mineral Filler
Mineral filler may be used to improve mixture consistency and to adjust mixture breaking and curing properties. Portland cement, hydrated lime, limestone dust, fly ash, or other approved filler meeting the requirements of ASTM D 242 shall be used if required by the mix design.

Use levels shall be between 0.0 - 3.0 percent and may be considered part of the aggregate gradation.
908-2d Water
The water shall be potable water, free from harmful soluble salts and compatible with the other components.
908-2e Additives
Additives may be used to accelerate or retard the break/set of the micro-surfacing, but the micro-surfacing must be open to traffic within one hour of placement.

Appropriate additives, and their applicable use range, shall be included in the laboratory mix design.
908-2f Mix Design
A minimum of ten working days before the work begins, Contractor shall submit a signed mix design covering the specific materials to be used on the project. This design will be performed by a laboratory which has experience in designing micro- surfacing. After the mix design has been approved, no material substitution will be permitted unless approved by Engineer.

Compatibility of the aggregate, polymer-modified emulsified asphalt, water, mineral filler, and other additives shall be evaluated in the mix design. The mix design shall be completed using materials consistent with those supplied by Contractor for the project. The mix shall meet the following requirements:

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82 TEST ISSA TB
NO. SPECIFICATION
Mix Time @ 77°F (25°C) TB 113 Controllable to 120
Seconds Minimum
Wet Cohesion
@ 30 Minutes Minimum (Set)
@ 60 Minutes Minimum (Traffic)

TB 139
12 kg-cm Minimum
20 kg-cm or Near Spin
Minimum
Wet Stripping TB 114 Pass (90% Minimum)
Wet-Track Abrasion Loss
Six-day Soak

TB 100
50 g/ft
2 (538 g/m2)
Maximum

Lateral Displacement
Specific Gravity after 1,000 Cycles of
125 lb (56.71 kg)

TB 147
5% Maximum

2.10 Maximum
Excess Asphalt by LWT Sand Adhesion TB 109 50 g/ft2 (538 g/m2) Maximum
Classification Compatibility TB 144 11 Grade Points Minimum (AAA, BAA)
The laboratory shall report the quantitative effects of moisture content on the unit weight of the aggregate (bulking effect) according to AASHTO T19 (ASTM C29). The percentage of each individual material required shall be shown in the laboratory report.

The component materials shall be designed within the following limits:

COMPONENT

MATERIALS SPECIFICATION LIMITS
Residual Asphalt 5.5 - 10.5% by dry weight of aggregate Mineral Filler 0.0 - 3.0% by dry weight of aggregate
Polymer Minimum of 3.0% solids based on
bitumen weight content
Additives As needed
Water As required to produce proper mix
consistency

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83 908-3 Construction
908-3a Equipment
All equipment, tools, and machines used in the application of micro-surfacing shall be maintained in satisfactory working condition at all times.

The machine shall be specifically designed and manufactured to apply micro- surfacing. The material shall be mixed by an automatic-sequenced, self-propelled micro-surfacing mixing machine. It shall be a continuous-flow mixing unit that accurately delivers and proportions the mix components through a revolving multi- blade, double-shafted mixer. Sufficient storage capacity for all mix components is required to maintain an adequate supply to the proportioning controls.

When specifying continuous machinery to minimize transverse joints, the specified machine must be capable of loading materials while continuing to apply micro- surfacing. The continuous-run machine shall be equipped to provide the operator with full control of the forward and reverse speeds during application. It shall be equipped with opposite-side driver stations to assist in alignment. The self-loading device, opposite-side driver stations, and forward and reverse speed controls shall be of original-equipment-manufacturer design.

Individual volume or weight controls for proportioning mix components shall be provided and properly labeled. These proportioning devices are used in material calibration to determine the material output at any time.

The mixture shall be agitated and spread uniformly in the surfacing box by means of twin-shafted paddles or spiral augers fixed in the spreader box. A front seal shall be provided to ensure no loss of the mixture at the road contact point. The rear seal shall act as a final strike-off and shall be adjustable. The spreader box and rear strike-off shall be so designed and operated that a uniform consistency is achieved, and a free flow of material is provided to the rear strike-off. The spreader box shall have suitable means provided to side shift the box to compensate for variations in the pavement geometry.

A secondary strike-off shall be provided to improve surface texture. The secondary strike-off shall be adjustable to match the width of the spreader box and allow for varying pressures to control the surface texture.

Each mixing unit to be used in the performance of the work shall be calibrated in the presence of Engineer prior to the start of the project. Calibration of the equipment shall conform to the appropriate procedures in CTM 309. Previous calibration documentation covering the exact materials to be used may be acceptable, provided that no more than 60 days have lapsed. The documentation shall include an individual calibration of each material at various settings that can be related to the machine metering devices. Any component replacement affecting material proportioning requires that the machine be recalibrated. No machine will be allowed to work on the project until the calibration has been completed and/or accepted. 208
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84 908-3b Timing and Traffic Control
The break/set of the micro-surfacing shall be such that traffic can be placed on it within one hour of placement. At least one lane of traffic in each direction must be open at all times unless approved by the Engineer.
908-3c Weather Limitations
Micro-surfacing shall not be applied if either the pavement or air temperature is below 60 degrees Fahrenheit and falling but may be applied when both pavement and air temperatures are above 60 degrees Fahrenheit and rising. No micro-surfacing shall be applied when there is the possibility of freezing temperatures at the project location within 24 hours after application. The micro-surfacing shall not be applied when weather conditions prolong opening to traffic beyond a reasonable time. 908-3d Surface Preparation
Immediately prior to applying the micro-surfacing, the surface shall be cleared of all loose material, silt spots, vegetation, and other objectionable material. Any standard cleaning method will be acceptable. If water is used, cracks shall be allowed to dry thoroughly before applying micro-surfacing. Manholes, valve boxes, drop inlets and other service entrances shall be protected from the micro-surfacing by a suitable method. City will approve the surface preparation prior to surfacing.

No tack coat shall be required. Crack sealing shall be performed in accordance with other portions of the Special Provisions.

All utility covers shall be covered prior to application of micro-surfacing.

Contractor shall remove and dispose of all painted, preformed, and thermoplastic paint markings; and all raised pavement markers prior to placing micro-surfacing.

Removal methods shall conform to Section 84-9 of the Standard Specifications. 908-3e Application
Micro-surfacing shall be placed at least 24 hours after placement of crack seal. A test strip shall be constructed at a location approved by Engineer at least one day prior to the actual micro-surfacing placement.

When local conditions warrant, the surface shall be fogged with water ahead of the spreader box. The rate of application of the fog spray may be adjusted as the temperature, surface texture, humidity, and dryness of the pavement change.

The micro-surfacing shall be of the appropriate consistency upon leaving the mixer.

A sufficient amount of material shall be carried in all parts of the spreader at all times so that complete coverage is obtained. Overloading of the spreader box shall be avoided. No lumps or unmixed aggregate shall be permitted. No dry aggregate either spilled from the lay-down machine or existing on the road will be permitted. 209
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85 No streaks, such as those caused by oversized aggregate or broken mix, shall be left in the finished surface. If excessive streaking develops, the job will be stopped until Contractor proves to Engineer that the situation has been corrected. Excessive streaking is defined as more than four drag marks greater than 1/2-inch wide and 4 inches long, or 1-inch wide and 3 inches long, in any 30 square-yard (SY) area. No transverse ripples or longitudinal streaks of 1/4-inch in depth will be permitted, when measured by placing a 10-foot straight edge over the surface.

The micro-surfacing mixture shall be of the proper consistency at all times so as to provide the application rate required by the surface condition. The application rate shall be between 14-16 LB/SY. Application rates are based upon the weight of dry aggregate in the mixture.

No excess buildup, uncovered areas, or unsightly appearance shall be permitted on longitudinal or transverse joints. Contractor shall provide suitable width spreading equipment to produce a minimum number of longitudinal joints throughout the project.

When possible, longitudinal joints shall be placed on lane lines. Partial width passes will only be used when necessary and shall not be the last pass of any paved area.

A maximum of 3 inches shall be allowed for overlap of longitudinal joints. Also, the joint shall have no more than a 1/4-inch difference in elevation when measured by placing a 10-foot straight edge over the joint and measuring the elevation difference.

The micro-surfacing shall possess sufficient stability so that premature breaking of the material in the spreader box does not occur. The mixture shall be homogeneous during and following mixing and spreading. It shall be free of excess liquids which create segregation of the aggregate. Spraying of additional water into the spreader box will not be permitted.

Areas which cannot be accessed by the mixing machine shall be surfaced using hand squeegees to provide complete and uniform coverage. If necessary, the area to be hand-worked shall be lightly dampened prior to mix placement. As much as possible, handwork shall exhibit the same finish as that applied by the spreader box. All handwork shall be completed prior to final surfacing.

Lines at intersections, curbs, and shoulders will be kept straight to provide a good appearance. A suitable material will be used to mask off the end of streets to provide straight lines. Longitudinal edge lines shall not vary by more than ± 2 inches horizontal variance in any 100-foot length.

The micro-surfacing shall not overlap the gutter by more than 1-inch. Any micro- surfacing in excess of 1-inch shall be removed by heating and scraping.

Micro-surfacing shall be rolled by a self-propelled, 8- to 10-ton (maximum) pneumatic tire roller equipped with a water spray system. All tires should be inflated per manufacturer’s specifications. Rolling shall not start until the micro-surfacing has cured sufficiently to avoid damage by the roller. Areas which require rolling shall receive a minimum of three full coverage passes.
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86 908-4 Measurement and Payment
The measurement and payment for “Crack Seal & Micro-Surfacing W/ Black Rock” 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 Standard Specifications and these Special Provisions. No additional compensation will be allowed therefor.

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87 SECTION 909 ASPHALT TACK COAT
909-1 Scope
Work to be performed under this Section covers all labor, materials, tools, equipment and incidentals necessary to furnish, apply and complete in place tack coat in conjunction the asphalt concrete overlay and other asphalt paving work. All such work shall conform to the applicable provisions of the Standard Specifications, and these Special Provisions.
909-2 Materials
The tack coat shall be SS-1h or paving grade binder. A certificate of compliance shall be submitted prior to construction.
909-3 Construction
The tack coat shall not be applied until the preparation of the existing surface has been completed, and then only so far in advance of placing the asphalt concrete overlay as permitted by the Engineer / Inspector. No tack coat shall be left exposed overnight. Immediately in advance of placing the asphalt concrete overlay, additional tack coat shall be applied, as directed by Engineer, to areas where the tack coat has been destroyed or otherwise rendered ineffective. No additional compensation will be allowed for such work.

Tack coat shall be applied to all vertical edges after every lift of asphalt. Vertical edges shall be tack coated by hand wand or manually by brush. The tack coat application shall not extend above the level of the finished surface by more than 1- inch. Gutter pans and curb faces not to be tack coated shall be protected by shields or other methods. An overspray beyond the 1-inch shall be removed by means approved by Engineer.

Tack coat may be omitted between layers of new HMA during the same work shift if:

1. No dust, dirt, or extraneous material is present

2. Surface is at least 140 degrees Fahrenheit
Otherwise, tack coat shall be applied.

Existing concrete curb faces and driveways shall be protected against disfigurement from the asphalt. Residue of the material shall be removed from curb faces and driveways by sandblasting to the extent required by Engineer.

The tack coat shall be applied as specified in Section 39-2.01C(3)(f) of the Standard Specifications and these Special Provisions. Tack coat shall not be applied when the temperature of the surface to be tacked is below 40 degrees Fahrenheit in the shade. 212
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88 The asphalt binder emulsion for use as a binder (tack coat) shall be applied at the rate of 0.15 gallons per square yard (to the entire resurfacing area designated for new pavement).

Contractor shall be responsible for cleaning tack coat tracked onto decorative concrete crosswalks or legends and crossbars within the project limits and along truck haul routes used by Contractor or their Subcontractors. The haul routes shall be inspected by City and Contractor prior to initiating work to photographically establish the existing conditions. Within ten calendar days of completion of final paving, City and Contractor shall reinspect the haul routes to determine the extent and locations of required cleaning. Cleaning shall be performed within ten calendar days after City delivers a written copy of the locations of required cleaning. Failure to meet this schedule, whether to reinspect or to perform cleaning, shall subject Contractor to a liquidated damage of $500 per calendar day per location. 909-4 Measurement and Payment
No separate payment will be made for work or other features as required and outlined in this Section, "Asphalt Tack Coat." Full compensation for such work and features will be considered included in the prices paid for the various related items of work, and no separate payment will be made. Such payment will be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions.

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89 SECTION 910 HOT MIX ASPHALT (HMA)
910-1 General
910-1a Summary
This work includes producing and placing hot mix asphalt (HMA). Comply with Section 39, “Hot Mix Asphalt”, of the 2018 Standard Specifications except as modified in these Special Provisions.
910-1b Submittals
Submit JMF information on Form CEM-3511 and Form CEM-3512. Submit Form CEM-3513 or CEM-3514 for mixes that have been verified within last 12 months.

Provide most recent CEM-3513 if mix has not been verified within the last 12 months.

For unverified mixes or out of date mix tests, final acceptance will be based on production startup tests and Contractor shall be paving at their own risk.

Submit Quality Control Plan that conforms to the current Caltrans Quality Control Plan Review Checklist for Hot Mix Asphalt. Allow 20 calendar days for review. 910-2 Materials
910-2a Asphalt Binder
The grade of asphalt binder for all HMA Type A shall be PG 64-10.

The grade of asphalt binder for all RHMA Type G shall be PG 64-16. 910-2b Aggregate
The hot mix asphalt to be used will be as follows unless modified by the plans or these Special Provisions:

Remove and Replace Areas or Digouts:
1/2-inch Type A, 3/4-inch Type A may
be used if the lift thickness is greater
than 0.20-foot
Base Courses:
1/2-inch Type A, 3/4-inch Type A may
be used if the lift thickness is greater
than 0.20-foot
Leveling Courses: 3/8-inch Type A or No. 4 Type A
Surface Courses: 1/2-inch Type A or 3/8-inch Type G if
RHMA is specified

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90 910-2c Mix Design
The hot mix asphalt mix design shall follow the 2018 Caltrans Standard Specifications except as modified below, the number of gyrations to be used for the mix design shall be as designated on the plans or in these specifications.

Leveling courses shall be HMA-SP50 (50 Gyrations).

All base courses and intermediate courses (except for on Calle Real) shall be HMA- SP65 (65 Gyrations).

Base courses and intermediate courses on Calle Real and all digouts shall be HMA- SP85 (85 Gyrations).

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91 A. HMA-SP50 – 50 Gyration Mix Design
Type A HMA-SP50 Mix Design Requirements
Quality characteristic Test method Requirement
Air voids content (%)
AASHTO T 269a
Ninitial > 8.0
Ndesign = 4.0
Nmax > 2.0
Gyration compaction (no. of gyrations)
AASHTO T 312
Ninitial = 6
Ndesign = 50
Nmax = 75
Gyration compaction (compactor ram
pressure) AASHTO T 312 600kPa
Voids in mineral aggregate (min, %)b
Gradation:

No. 4
3/8-inch
1/2-inch
3/4-inch
MS-2
Asphalt Mixture
Volumetrics

16.5–19.5

15.5–18.5

14.5–17.5

13.5–16.5
Dust proportion MS-2
Asphalt Mixture
Volumetrics

0.5–1.4
Hamburg wheel track (min number of
passes at 0.5-inch rut depth)
Specified Binder grade:

PG 58
PG 64
PG 70
PG 76 or higher
AASHTO T 324
(Modified)
c, d

8,000
12,000
15,000
20,000
Moisture susceptibility, tensile strength
ratio (min) AASHTO T 283c, e 70
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92 aCalculate the air voids content of each specimen using AASHTO T 275, Method A, to determine bulk specific gravity. Use AASHTO T 209, Method A, to determine theoretical maximum specific gravity. Mix design specimen at OBC must be Ndesign ± 0.2%, production air voids must be Ndesign ± 1.5%.
bMeasure bulk specific gravity using AASHTO T 275, Method A. cTest plant-produced Type A HMA.
dModify T 324 in accordance with Section 39-2.01A(4)(a). Stripping inflection point is report only.
eFreeze thaw required.

In-place acceptance requirements for VMA shall be 1.0% below the design requirements. For all other quality characteristics in-place acceptance and design requirements are the same.

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93 B. HMA-SP65 – 65 Gyration Mix Design
Type A HMA-SP65 Mix Design Requirements
Quality characteristic Test method Requirement
Air voids content (%)
AASHTO T 269a
Ninitial > 8.0
Ndesign = 4.0
Nmax > 2.0
Gyration compaction (no. of gyrations)
AASHTO T 312
Ninitial = 7
Ndesign = 65
Nmax = 95
Gyration compaction (compactor ram
pressure) AASHTO T 312 600kPa
Voids in mineral aggregate (min, %)b
Gradation:

No. 4
3/8-inch
1/2-inch
3/4-inch
MS-2
Asphalt Mixture
Volumetrics

16.5–19.5

15.5–18.5

14.5–17.5

13.5–16.5
Dust proportion MS-2
Asphalt Mixture
Volumetrics

0.5–1.4
Hamburg wheel track (min number of
passes at 0.5-inch rut depth)
Specified Binder grade:

PG 58
PG 64
PG 70
PG 76 or higher
AASHTO T 324
(Modified)
c, d

10,000
15,000
20,000
25,000
Moisture susceptibility, tensile strength
ratio (min) AASHTO T 283c, e 70
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94 aCalculate the air voids content of each specimen using AASHTO T 275, Method A, to determine bulk specific gravity. Use AASHTO T 209, Method A, to determine theoretical maximum specific gravity. Mix design specimen at OBC must be Ndesign ± 0.2%, production air voids must be Ndesign ± 1.5%.
bMeasure bulk specific gravity using AASHTO T 275, Method A. cTest plant-produced Type A HMA.
dModify T 324 in accordance with Section 39-2.01A(4)(a). Stripping inflection point is report only.
eFreeze thaw required.

In-place acceptance requirements for VMA shall be 1.0% below the design requirements. For all other quality characteristics in-place acceptance and design requirements are the same.

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95 C. HMA-SP85 – 85 Gyration Mix Design
Type A HMA-SP85 Mix Design Requirements
Quality characteristic Test method Requirement
Air voids content (%)
AASHTO T 269a
Ninitial > 8.0
Ndesign = 4.0
Nmax > 2.0
Gyration compaction (no. of gyrations)
AASHTO T 312
Ninitial = 8
Ndesign = 85
Nmax = 130
Gyration compaction (compactor ram
pressure) AASHTO T 312 600kPa
Voids in mineral aggregate (min, %)b
Gradation:

No. 4
3/8-inch
1/2-inch
3/4-inch
MS-2
Asphalt Mixture
Volumetrics

16.5–19.5

15.5–18.5

14.5–17.5

13.5–16.5
Dust proportion MS-2
Asphalt Mixture
Volumetrics

0.6–1.3
Hamburg wheel track (min number of
passes at 0.5-inch rut depth)
Specified Binder grade:

PG 58
PG 64
PG 70
PG 76 or higher
AASHTO T 324
(Modified)
c, d

10,000
15,000
20,000
25,000
Moisture susceptibility, tensile strength
ratio (min) AASHTO T 283c, e 70
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96 aCalculate the air voids content of each specimen using AASHTO T 275, Method A, to determine bulk specific gravity. Use AASHTO T 209, Method A, to determine theoretical maximum specific gravity. Mix design specimen at OBC must be Ndesign ± 0.2%, production air voids must be Ndesign ± 1.5%.
bMeasure bulk specific gravity using AASHTO T 275, Method A. cTest plant-produced Type A HMA.
dModify T 324 in accordance with Section 39-2.01A(4)(a). Stripping inflection point is report only.
eFreeze thaw required.

In-place acceptance requirements shall conform with Section 39-2.02.

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97 D. RHMA
RHMA-G Mix Design Requirements
Quality characteristic Test method Requiremen t
Air voids content (%) AASHTO T 269a N design = 4.0
Gyration compaction (no. of gyrations) AASHTO T 312 Ndesign = 50- 150b
Gyration compaction (compactor ram pressure) AASHTO T 312 825kPa Asphalt Content (min, % by total weight of mix) MS-2 7.5 Voids in mineral aggregate (min, %) MS-2
Asphalt Mixture
Volumetricsc

18.0–23.0
Hamburg wheel track (number of passes)
Binder grade:

PG 58
PG 64
PG 70
AASHTO T 324
(Modified)
d, e

15,000
20,000
25,000
Hamburg wheel track (max, rut depth at required passes) Ndesign:
50 - 99 Gyrations
100 - 119 Gyrations
120 - 150 Gyrations
AASHTO T 324
(Modified)
d, e

0.25 in.

0.35 in.

0.50 in.

Moisture susceptibility, tensile strength ratio (min) AASHTO T 283d, f 70
aCalculate the air voids content of each specimen using AASHTO T 275, Method A, to determine bulk specific gravity. Use AASHTO T 209, Method A, to determine theoretical maximum specific gravity. Mix design specimen at OBC must be Ndesign ± 0.2%, production air voids must be Ndesign ± 1.5%.
bSpecimens shall be held at a constant height for a minimum of 30 minutes and a maximum of 90 minutes, this load time shall be indicated on the mix design. cMeasure bulk specific gravity using AASHTO T 275, Method A. dTest plant produced RHMA.
eModify T 324 in accordance with Section 39-2.01A(4)(a). Stripping inflection point is report only.
fFreeze thaw required.

Warm mix technology shall not be used with RHMA.
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98 RAP shall not be used with RHMA.

In-place acceptance requirements shall conform with Section 39-2.03. 910-3 Construction
910-3a Surface Preparation
The work shall consist of preparing the existing street surfaces prior to the commencement of paving. Such work shall include removing raised pavement markers, removing thermoplastic traffic markings and legends, controlling nuisance water, sweeping, watering, and removing loose and broken pavement and foreign material as specified in the Standard Specifications and these Technical Provisions, and as directed by Engineer.

All vertical edges to be paved shall be tack coated. These include, but are not limited to, curb faces, gutter lips, swale edges, cross gutter edges, and pavement edges.

Tack coat shall be utilized and shall be either emulsified asphalt Grade RS-1, RS-1h, SS-1, or SS-1h conforming to Section 94, “Asphaltic Emulsions,” or paving grade asphalt conforming to Section 92, “Asphalts Binder”.
910-3b Leveling, Transitions, and Hot Mix Asphalt Fills A leveling course of variable thickness shall be placed and compacted prior to placing the surface course at locations where directed by Engineer. The leveling course will be used to correct pavement irregularities such as rutting, variable cross slope, or variable longitudinal slope. Where two overlays of different thickness abut at a longitudinal joint, Contractor shall add to the thinner section to match the thicker lift and provide a smooth transition and uniform cross-fall. Cold-planing ridges or other rises in the pavement surface may be required by Engineer. Engineer will determine the exact limits and thickness of the leveling courses, hot mix asphalt fills, and transitions.

Contractor shall construct temporary pavement transitions at all transverse paving joints greater than 1-inch prior to allowing traffic onto the paved surface. Temporary pavement transitions shall have a maximum slope of 20:1 (H:V) or as approved by Engineer and be constructed on Kraft paper or other suitable bond breaker such that upon removal of the temporary pavement transition, a clean notch remains. The temporary transitions shall be constructed of hot mix asphalt.

Contractor shall continuously maintain the temporary pavement until final paving.

Each temporary transition shall be inspected by Contractor and repaired as necessary to comply with these provisions at the end of each day including weekends and holidays.
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99 Failure to comply with these provisions will result in a liquidated damage of $250 per day per transition and/or the cost of City crews making the repairs if necessary to correct for public safety.
910-3c Layout
Contractor shall lay out and mark the location of the edges of the paving passes of the surface course to match the new layout of the lane lines. The layout shall be made at least 24 hours prior to paving. The layout shall be approved by Engineer prior to paving.

If the striping is to remain unchanged, the edges of the paving passes shall conform to existing lane edges.

In all cases where practical, each lane shall be paved in a single pass. In tapered transition areas, the shoulder areas shall be paved first, then the through lane shall be paved immediately after the shoulder paving.

For paving which incorporates new quarterpoints or gradebreaks due to keycuts or other conditions, Contractor shall provide equipment capable of adjusting to the new surface profile at the appropriate locations. The profile adjustments shall be within 12 inches of the actual gradebreak or quarterpoint.

Contractor shall take sufficient measurements during laydown to ensure that the full design hot mix asphalt layer depth is provided at each quarterpoint, gradebreak, or transition. Failure to provide the design depth at these areas will result in rejection of the work. Correction of this rejected work will include milling out the new hot mix asphalt from the road edge to the centerline or nearest inside lane line and repaving.

The minimum length of the milled and corrected area shall be 50 feet. 910-3d Tolerances
The finished hot mix asphalt surface shall be flush with, up to 1/4-inch (0.02-foot or 6 mm) above, the gutter lips. The finished pavement surface shall not be lower than the gutter lips.

The average pavement thickness shall be equal to the specified thickness for the project.

For total pavement thicknesses of less than 0.33-foot, the minimum allowable thickness will be 0.02-foot less than that specified.

For total pavement thicknesses of 0.33-foot or greater, the minimum allowable thickness will be 0.04-foot less than that specified.
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100

910-3e Automatic Screed Controls
For all main line street or roadway paving with single lane length exceeding 300 feet, automatic screed controls shall be required. Automatic screed controls shall not be required for the paving of parking lots, intersections, cul-de-sacs, alleyways or other irregular areas.

In addition to the requirements in Section 39-1.10 and 39-1.11 of the Standard Specifications, hot mix asphalt shall be placed with spreading equipment equipped with fully automatic screed and grade sensing controls which shall control the longitudinal grade of the screed. Automatic controls shall conform to and be operated in accordance with the provisions herein.

Unless approved otherwise, ski-type devices with a minimum length of 30 feet shall be used to provide a reference for the grade sensor. Skis shall be constructed and installed in such a manner that a reference to the average elevation of the existing pavement, along the length of the ski, is maintained at the sensor point. When placing surfacing adjacent to surfacing previously placed in conformance with these provisions, a joint matching shoe of adequate size and type to properly sense the grade of the previously placed mat may be used in lieu of the 30-foot ski.

The ski shall be mounted at a location which will provide an accurate reference for the surfacing being placed. This may require the ski to be mounted ahead of and inside the outer limits of the screed. Automatic cross slope control may be accomplished by use of a ski and grade sensor on each side of the paving machine.

Automatic screed controls shall be installed in such a manner that the occasional manual adjustments necessary to maintain the attitude of the screed parallel to the underlying pavement are readily accomplished. Automatic screed controls shall be installed so that with little or no delay, use of the automatic controls can be discontinued, and the screed controlled by manual methods.

If it is determined by Engineer that the existing grade and cross slope are too irregular for the automatic controls to provide the quality of work required, the use of the automatic controls shall be discontinued, and the spreading equipment adjusted by manual methods. Use of automatic controls shall resume when Engineer has determined that it is again practical and so orders.
910-3f Compacting
The number of rollers required for each paving operation shall be such that all rolling for density can be completed before the temperature of the hot mix asphalt mixture drops below 240 degrees Fahrenheit.

Breakdown rolling shall commence when the hot mix asphalt is placed. Rolling shall be accomplished with the drive wheel forward and with the advance and return passes in the same line.
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Contractor shall have hand-compaction equipment immediately available for compacting all areas inaccessible to rollers. Hand-compaction shall be performed concurrently with breakdown rolling. If for any reason hand-compaction falls behind breakdown rolling, further placement of hot mix asphalt shall be suspended until hand-compaction is caught up. Hand-compaction includes vibraplates and hand tampers. Hand torches shall be available for rework of areas which have cooled.

After compaction, the surface texture of all hand work areas shall match the surface texture of the machine placed mat. Any coarse or segregated areas shall be corrected immediately upon discovery. Failure to immediately address these areas shall cause suspension of hot mix asphalt placement until the areas are satisfactorily addressed, unless otherwise allowed by Engineer.
910-3g Contractor Quality Control
The HMA shall be verified by Engineer prior to placement on the jobsite. If agreed to by Contractor and Engineer, the production start-up may be used for verification. If the production start-up is used for verification, Engineer may require removal and replacement of the HMA, at their discretion, in the event of verification failure.

Contractor quality control testing is optional. However, if Contractor fails to submit quality control results to Engineer within 72 hours of HMA placement, Contractor waves all rights to dispute Engineer’s results. In the event of asphalt binder, TSR, or Hamburg wheel track testing by Engineer, Contractor has seven days to submit their test results from the time Engineer informs Contractor that they are performing testing, or Contractor waves the right to dispute Engineer’s results.

Engineer shall test for conformance with aggregate quality characteristics at the beginning of the project.

Engineer shall test air void content, Hveem stability, and voids in mineral aggregate (VMA) a minimum of once per day.

Engineer may sample the hot mix asphalt from truck beds at the plant, from the hopper of the paving machine, or from the mat behind the paver at their. Contractor shall facilitate the sampling process.
910-3h Engineer’s Acceptance
Materials Acceptance
Engineer may withhold acceptance in the event of any failing test result until Contractor has addressed the failing material to Engineer’s satisfaction.

Compaction Acceptance
Sublots to determine compaction testing shall be based on the following:
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x Each 750 tons, or part thereof, placed on an individual street in a paving day.

If over 750 tons are placed in a single paving day on an individual street, up to 150 tons over 750 tons can be moved in to the previous 750-ton sublot.

x If multiple streets are paved in a day, each street will be considered its own sublot with multiple sublots on streets where greater than 750 tons are placed.

The in-place density shall be between 92.0 percent and 97.0 percent of maximum theoretical specific (Rice) gravity using a nuclear gauge. At Engineer’s discretion, compaction testing may be performed using a nuclear gauge. Final compaction is based on the average nuclear gauge results for the sublot. The nuclear gauge will be core-correlated the first day of paving using as many cores as Engineer deems appropriate.

If nuclear gauge compaction testing results are failing, Contractor can request coring to verify the results. Three cores will be sampled for each sublot and the average of the three cores for each sublot will determine the in-place density. The core locations will be determined using random sampling charts in CTM 375. Engineer will mark the core locations.

Cores may be taken up to five calendar days after placement and may be 4 or 6 inches in diameter. Engineer will provide results within three working days of receiving the cores.

Passing cores shall be paid for by City. Failing cores will be paid for by Contractor.

If the core testing produces both passing and failing cores, the cost will be prorated between Contractor and the City.

For the percent of maximum theoretical density, the following table shall apply to deductions for average compaction of a sublot:
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Reduced Payment Factors for Percent of Maximum Theoretical Density
HMA Type A
Percent of
Maximum
Theoretical Density
Reduced Payment
Factor
HMA Type A
Percent of
Maximum
Theoretical Density
Reduced Payment
Factor

92.0 0.0000 97.0 0.0000

91.9 0.0125 97.1 0.0125

91.8 0.0250 97.2 0.0250

91.7 0.0375 97.3 0.0375

91.6 0.0500 97.4 0.0500

91.5 0.0625 97.5 0.0625

91.4 0.0750 97.6 0.0750

91.3 0.0875 97.7 0.0875

91.2 0.1000 97.8 0.1000

91.1 0.1125 97.9 0.1125

91.0 0.1250 98.0 0.1250

90.9 0.1375 98.1 0.1375

90.8 0.1500 98.2 0.1500

90.7 0.1625 98.3 0.1625

90.6 0.1750 98.4 0.1750

90.5 0.1875 98.5 0.1875

90.4 0.2000 98.6 0.2000

90.3 0.2125 98.7 0.2125

90.2 0.2250 98.8 0.2250

90.1 0.2375 98.9 0.2375

90.0 0.2500 99.0 0.2500
< 90.0 Remove and
Replace > 99.0 Remove and
Replace

After compaction, the surface texture of all hand work areas shall match the surface texture of the machine placed mat. Any coarse or segregated areas shall be corrected immediately upon discovery. Failure to immediately address these areas shall cause suspension of hot mix asphalt placement until the areas are satisfactorily addressed, unless otherwise allowed by Engineer.
910-4 Measurement and Payment
The “Payment” sections of the Standard Specifications will not apply. Measurement and Payment for HMA will be at the unit cost indicated in the Bid Schedule. The contract prices paid per ton for HMA include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in constructing HMA, complete in place, as shown on the plans, as specified in these specifications and the Special Provisions and as directed by Engineer.

Contract will include in the unit price all costs relating to submitting the JMF including all testing and production costs for JMF verification and quality control testing. The unit price includes the cost of providing Contractor’s Quality Control Plan. Contractor shall pay all the cost of coring if requested to verify density by cores. Engineer will pay cost of testing cores.
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SECTION 911 COLD PLANING (MILLING & KEYCUTS)
911-1 Scope
The existing pavement adjacent to existing gutters, cross gutters or at the ends of overlays, at equipment crossings and at bridge approaches shall be cold planed as specified herein. Limits of cold planing will be determined by Engineer prior to construction. The depths and dimensions of the cold planing and keycuts are designated on the Plans. Cold planing will be used for removal of existing pavement on those roadways designated for cold planing and replacement of the asphalt concrete and may be used for digouts.

Contractor shall schedule the work such that permanent paving shall be completed within five working days after cold planing and within five working days after cement treatment. Contractor shall schedule the cold planing work such that the pavement levelling course (base course) can be completed immediately after milling and digouts are complete.

Milled pavement surfaces shall not be opened to traffic. 911-2 Equipment
The machine used for planing shall have performed satisfactorily on similar work and shall meet the following requirements:
x The planing machine shall be specially designed and built for planing of bituminous pavements without the addition of heat. It shall have the ability to plane Portland cement concrete (PCC) patches in the bituminous pavement or PCC pavements. The cutting drum shall be a minimum of 48 inches wide and shall be equipped with carbide tip cutting teeth placed in a variable lacing pattern to produce the desired finish.

x The machine shall be capable of being operated at speeds of 0 to 40 feet per minute. It shall be self-propelled and have the capability of spraying water at the cutting drum to minimize dust. The machine shall be capable of removing the material next to the gutter of the pavement being reconditioned and so designed that the operator thereof can at all times observe the planing operation without leaving the controls. The machine shall be adjustable as to slope and depth.
911-3 Construction
Prior to cold planing on streets to be milled, all utility covers shall be lowered such that the cutting teeth of the planing machine passes over the adjusted lid without causing damage to the lid or frame. Contractor shall be responsible for maintaining any temporary asphaltic fill material over these facilities until the final paving surface is installed.
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Contractor shall remove as shown in the keycut details included in these Special Provisions. Remaining material around utility covers and at gutter lips shall be removed to the depth of the adjacent milled surface after completion of cold planing.

If pavement against utility covers, gutter lips, or other features, cannot be removed by the planing machine, Contractor shall use other means to remove this material.

The pavement surface after cold planing shall be uniformly rough. The grade shall not deviate from a suitable straight edge more than 0.02-foot at any point. When multiple passes are required to create the cold planed surface, the maximum variation from a stringline or straight edge shall be 0.02-foot high to 0.04-foot low.

High points out of tolerance shall be replaned to fall within tolerance. Low areas shall be filled with asphalt concrete as specified herein to meet tolerances. The cost of such correction of low areas shall be entirely Contractor’s.

The work shall consist of preparing the existing street surfaces prior to the commencement of paving. Such work shall include removing raised pavement markers, removing all thermoplastic and paint traffic markings and legends, controlling nuisance water, sweeping, watering, and removing loose and broken asphalt concrete pavement and foreign material; and the spraying and removal of weed growth as specified in the Standard Specifications and these Special Provisions, and as directed by Engineer. Any roadway area that contains existing weed growth shall be treated with an EPA-approved herbicide as indicated in “Section 905 Roadway Preparation”.

The pavement areas designated to be replaced shall be removed to a uniform depth as specified and may be removed either by cold planing or by full depth sawcutting and mechanical removal. Sawcutting is not necessary if the pavement is removed by cold planing. Any broken or damaged pavement edges shall be re-cut prior to paving. All removed material shall be cleared from the site.

Water for cold milling shall be provided by Contractor and shall be considered integral to cold milling in terms of payment.

On intersections where the plans call for cold milling and replacing the asphalt concrete, Contractor shall only remove what can be paved back during the same work period.
911-4 Removal and Disposal of Material
During the planing operation, Contractor shall sweep the street with mechanical equipment and remove all loosened material from the project site until completion of the removal work. Contractor shall take all necessary measures to avoid dispersion of dust. Contractor shall notify Engineer for approval of swept surface prior to Tack Coat application.

City may choose to keep asphalt pavement grindings produced as part of the contract work. Contractor must provide trucking to haul and unload the grindings to City 230
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designated site(s). All other material removed including loop detectors shall be considered the property of Contractor. If City decides not to keep the material, then all material removed shall be considered the property of Contractor and shall be removed and legally disposed of at Contractor’s expense. At the request of Engineer, proof of legal disposal shall be provided.

In addition to removing the cold milled asphalt concrete, Contractor shall remove any slurry seal or hot mix asphalt which is adhered to the top of the adjacent gutter, cross gutter or spandrel.
911-5 Temporary Transitions
In addition to the provisions of Subsection 39-3.04, “Cold Planing Asphalt Concrete Pavement”, Contractor shall construct temporary pavement transitions at all cold planed areas greater than 0.08-foot prior to allowing traffic onto the cold planed areas.

This includes both longitudinal and transverse directions. This also includes PCC facilities around corners from beginning of curb return to end of curb return, PCC cross gutters and PCC spandrels. Temporary pavement transitions shall have a maximum slope of 20:1 (H:V) or as approved by Engineer and be constructed on Kraft paper or other suitable bond breaker such that upon removal of the temporary pavement transition, a clean notch remains. The temporary transitions shall be constructed of hot mix asphalt.

Contractor shall continuously maintain the temporary pavement until final paving.

Each temporary transition shall be inspected by Contractor and repaired as necessary to comply with these provisions at the end of each day including weekends and holidays.

Failure to comply with these provisions will result in a liquidated damage per day per transition and/or the cost of City crews making the repairs if necessary to correct for public safety.
911-6 Measurement and Payment
Measurement and payment for the various cold planing items will be paid on a unit cost basis as identified in the Bid Schedule. Bid items identified as “Keycut” will be measured along the edge of the adjacent curb, gutter, cross gutter, or pavement, and paid for on a lineal foot basis. Cold planing on roadways to be milled will be measured and paid for on a square foot basis on the basis of actual measured quantities of cold planing completed in accordance with the Plans and these Special Provisions.

The above contract prices will include full compensation for furnishing all labor, materials, tools, equipment, removal, transportation, disposal, and incidentals; and for performing all the work involved as detailed in the Standard Specifications, these Special Provisions, and the plans and typical sections. The increased grind depth at the edges of the cold planing area (when shown on the plans) is included in the bid item and no additional compensation will be allowed therefor. 231
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SECTION 912 REMOVE AND REPLACE HOT MIX ASPHALT (HMA)
912-1 General
The work of “Remove & Replace Hot Mix Asphalt (HMA)” consists of removing the existing asphalt concrete and base if necessary to the specified depth by cold planing and replacing the void with asphalt concrete. Remove & Replace areas, or digouts, shall be constructed as indicated on the plans and immediately after cold planing operations so that the asphalt concrete levelling (base course) can be placed on the milled surface in the same shift.
912-2 Materials
Hot Mix Asphalt (HMA) for Remove and Replace HMA shall be SP-85 Type A and conform to Section 39 of the Standard Specifications and these Special Provisions.

HMA binder shall be PG 64-10 unless specified on the plans or approved by Engineer.
912-3 Construction
Engineer shall mark the locations of each digout based on the plans and observations after the full-width milling operations have been completed. Contractor shall accompany Engineer during markings of the digouts/base repair areas and the marked, measured and agreed-on areas will constitute the final pay quantity.

After completion of the full-width milling operations, the asphalt concrete within the marked digout/base repair areas shall be removed to a uniform depth as specified.

The edges of the removal area shall be sawcut or vertical grind. Any removed material shall be removed from the site. Contractor shall only remove material quantities that can be replaced during the same workday.

If base rock is exposed, the surface shall be compacted and proof-rolled in the presence of Engineer or designated representative. The pavement area shall be cleaned and tack coated in accordance with Section 909, “Asphalt Tack Coat”. HMA shall be placed and compacted as specified in Section 39-2 of the Standard Specifications.

At areas where the underlying material appears to be wet or soft, or where it deflects under wheel loads, Contractor shall employ excavation and grading techniques which do not worsen the subgrade condition.

Prior to placing asphalt concrete, the area shall be proof-rolled with a loaded construction vehicle, preferably a ten cubic yard dump truck or equivalent. The compacted surface shall not visibly yield or deflect. Soft, yielding, unstable, or unsuitable areas shall be removed and replaced with base rock or asphalt concrete.

If the areas were caused or significantly worsened by Contractor’s operations, these areas shall be replaced at Contractor’s expense.
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In the event that the underlying material is soft, yielding, unstable, or unsuitable, it shall be excavated to the depth of 0.50-foot below the initial digout/base repair depth required above and disposed of in accordance with these Special Provisions. The limits of removal shall be designated by Engineer. The resulting space shall be filled with a single lift of asphalt concrete and compacted according to Section 39-2 of the Standard Specifications, the plans and these Special Provisions. Payment for removing unsuitable subgrade and replacing with hot mix asphalt pavement will be made under the Bid Item “0.50’ Deep Lift Stabilization (Allowance)”, which shall be considered an allowance as it is not known if unsuitable subgrade requiring over- excavation will be encountered during construction.

Unsuitable material is defined as material Engineer determines to be:

1. Of such unstable nature as to be incapable of being compacted to specified density using ordinary methods at optimum moisture content, or

2. Too wet to be properly compacted and circumstances prevent in-place drying prior to incorporation into the work, or

3. Otherwise unsuitable for the planned use.

Contractor shall remove only what can be replaced during the same work period. For streets that call for an RHMA surface course Contractor shall coordinate the schedule and timing of placing the RHMA. The HMA base course and any intermediate HMA courses shall be placed during the same work period.
912-4 Measurement and Payment
Measurement and payment for “Remove and Replace HMA” at various depths will be made at the contract unit price bid per square foot for the respective items. Such payment will be considered full compensation for furnishing all labor, material, asphalt concrete, tack coat, tools, and equipment necessary to complete the work including the removal and proper disposal of the excavated material, in accordance with the Standard Specifications and these Special Provisions. Sawcut will be incidental to the work.

Subsection 9-1.06B, “Increases of More Than 25 Percent” and subsection 9-1.06C “Decreases of More Than 25 Percent” will not apply to the bid items related to removing and replacing pavement or digouts.

Measurement and Payment for “0.50’ Deep Lift Stabilization (Allowance)” will be paid per square foot, as indicated in the bid schedule. The unit costs will include full compensation for sawcut, removal of unsuitable subgrade and placement and compaction of 0.50-foot of hot mix asphalt (HMA). 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. 233
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SECTION 913 TREE/ROOT TRIMMING, PRUNING AND REMOVAL
913-1 General
These items include root pruning and removal under concrete and pavement repairs, trimming tree canopies and tree removal. All work associated with these items are 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 tree or root trimming, pruning or removal operations. 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 root and tree work:
x Hand saw
x Pole saw
x Lopper
x Axe
x Hatchet
x Digging bar/spud bar (with cutting end)
x Chainsaw
x Belt sander (60 grit)
x Bosch multi-tool (or similar)
x Reciprocating saw/saws all
Trimming, pruning and removal by other means not listed above is subject to approval by City Arborist.
913-2 Construction
913-2a Root Pruning and Removal
Contractor shall remove all tree roots under the concrete or pavement to be repaired to a depth of 12 inches below the subgrade. The area where roots have been removed shall be backfilled with native material or Class 2 Aggregate Base. The area to be backfilled shall be scarified prior to the addition of backfill and shall be compacted to 90% relative compaction under concrete repairs and 95% under pavement repairs.
x All root pruning and removal shall be performed under the direct supervision of an International Society of Arboriculture (ISA) certified arborist. All root pruning shall comply with ANSI A300, Part 8 (2020) “Root Management” specifications 85 and 86.2 - 86.4 as well as ANSI A300, Part 5 (2019) “Management of Trees During Construction” specification 55.3.

x The City Arborist shall be onsite for pruning of any root that is 2 inches in diameter or larger.

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x When roots (2-inch diameter and larger) are encountered during excavation, Contractor shall not tear or break roots using mechanical equipment such as an excavator or backhoe. Hand tools shall be used to expose roots, and roots will be cleanly cut.

x If the cut ends of tree roots will be exposed for more than eight hours, the cut ends of the roots shall be wrapped with fabric then plastic and kept moist until backfill is installed. When backfill is installed, the fabric and plastic shall be removed from the cut ends of roots.

Any damage done to adjacent pavement, concrete or other improvements due to the failure to sever roots at the limits of the repair shall be repaired at Contractor’s expense.
913-2b Tree Trimming
Contractor shall trim tree canopies at certain intersections where the canopies currently obstruct the visibility of the traffic signal. Contractor shall trim the canopies so that they are at least 15 feet above the roadway surface. x All tree trimming shall be performed under the 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.

x The City Arborist shall be on site for pruning of any branch that is 2 inches in diameter or larger.
913-2c Tree Removal
At the discretion of the City Arborist, Contractor shall remove trees that are deemed unstable due to root pruning and removal. Public notification is required no less than five days prior to removing any trees. The City will post proper public notifications and no tree may be removed until the City verifies that the public notification period is complete.
913-2d Damages to Trees
If Contractor damages trees, beyond the root and canopy pruning required to complete construction (as specified by the City Arborist), Contractor 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 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. 235
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913-3 Measurement and Payment
Measurement and payment for “Prune & Remove Tree Roots Under HMA Repairs” will be paid on a unit price bid per square foot basis as identified in the Bid Schedule. Measurement and payment for “Trim Tree Canopy” will be paid on a unit price bid per each basis as identified in the Bid Schedule.

The above contract unit costs will be considered full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals; locating, severing and removing roots; supplying, installing and compacting backfill; coordination with City Arborist; and incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions.

Measurement and Payment for “Remove Tree (Allowance)” will be paid at the contract unit price as indicated in the Bid Schedule. The unit costs will include full compensation for furnishing all labor, materials, tools, equipment, transportation, disposal and incidentals; coordination with City Arborist; and incidentals necessary to complete the work in accordance with the 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.

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SECTION 914 PULVERIZATION AND ROUGH GRADING
914-1 General
The work shall consist of pulverizing the existing asphalt concrete pavement and base to form a recycled aggregate base consisting of a thoroughly blended mixture of pulverized asphalt concrete and existing aggregate base. In some instances, some native soil may be incorporated into the pulverized base material as allowed by Engineer.

The pulverized aggregate base material shall then be cement treated and become the base material for the new asphalt concrete pavement. The pulverized base shall be rough graded as shown on the typical sections.
914-2 Materials
The recycled aggregate base material shall be uniformly blended and shall conform to the following:

Sieve Sizes Percentage Passing
3 inches 100
2 inches 95-100
1-1/2 inches 85-100

Pulverized asphalt concrete pieces larger than 2 inches, or which are loose and segregated on the surface of the aggregate base, shall be removed by hand. 914-3 Construction
The existing pavement structure, and in some instances, underlying native soil, shall be pulverized to the depth shown in the plans utilizing a Pulverizing Machine. Milling Machines will not be permitted for the pulverization work.

The recycled base material shall be graded to approximately the same plane as the existing pavement. The grading plane may be adjusted to improve the existing drainage.

To provide the transition to the existing gutter or other grade constraints, grading and removal of the pulverized base material will be necessary. In some instances, the material may be regraded onto the existing travel lanes. In other instances, the material may need to be removed from the project. Refer to the applicable typical sections.

The graded pulverized base material shall be compacted sufficiently enough to support temporary traffic loading.

All segregated loose material shall be removed.
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On areas where the underlying material appears to be wet or soft, or where it deflects under wheel loads, Contractor shall employ excavation and grading techniques which do not worsen the subgrade condition.
914-4 Measurement and Payment
Measurement and payment for the various pulverization and rough grading items will be paid on a unit cost basis as identified in the Bid Schedule and include compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in pulverization, grading, and trim/removal, complete in place, as shown on the plans, as specified in the Standard Specifications and in these Special Provisions, and as directed by Engineer.

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SECTION 915 CEMENT TREATMENT
915-1 General
Work to be performed under this Section covers all labor, materials, tools, equipment and incidentals necessary to cement & grade to a depth specified. All such work shall conform to the Standard Specifications and these Special Provisions. 915-2 Materials
The quality characteristics for the FDR—cement must comply with the requirements shown in the following table:

FDR—Cement Quality Characteristic Requirements
Quality characteristic Test method Requirement
Gradation (%, passing)
Sieve Size
3 inch
2 inch
1-1/2 inch
California Test 202

100
95–100
85 –100
Moisture content
(%)
California Test 226 Mix design ± 2 percent
Unconfined compressive
stren
gth (psi)
ASTM D1633a 300 psi (min.)
Laboratory maximum wet
densit
y (lb/cu ft)
California Test 216 Use for relative
compaction calculation
Relative compaction
(min, %) (wet density)
California Test 231 95

915-3 Definitions
Lot: 3,000 SY of FDR or fraction thereof constructed in the same day FDR: Full Depth Reclamation
915-4 Submittals
Submit certification for cement.
915-5 Mix Design
Mix design and application rate will be provided by Engineer. Requested changes to application rate by Contractor must have prior approval by Engineer. 239
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915-6 Construction
915-6a General Application
The cement-treatment application and construction shall be performed in accordance with the Standard Specifications, except as noted. The maximum treatment and lift thickness shall be 1.00-foot.

The spread rate shall be confirmed on each lift for each row of cement application until uniformity is confirmed to Engineer’s satisfaction. Thereafter, Engineer shall confirm cement application as needed to confirm uniformity.

Special instructions for construction timing on cement subgrade treatment streets:
x Contractor shall not commence work on cement treatment streets until there is a forecasted two-week (14 calendar day) window of dry weather (0% precipitation). Contractor must complete all paving work within the two-week window. Paving work consists of pulverizing existing pavement, base, and native sections, removal of the excess pulverized material, cement treatment of the remaining pulverized material, and placement of the AC base course as shown on the plans. The schedule for this work will be reviewed and approved by City prior to the commencement of work.
915-6b Quality Control
Assign a ground supervisor whose sole purpose is to monitor the activities, advise project personnel and interface with the quality control testing personnel. The ground supervisor must not have any sampling or testing duties. During the FDR operation, the ground supervisor must have knowledge and a minimum two years of experience with the FDR construction. The ground supervisor must be familiar with the mix design(s) for this project and will be able to make field adjustment during the construction on an as needed basis to account for varying structural section and materials. Engineer or Engineer’s Representative (QA) must be notified prior to field adjustments. All field adjustment must be recorded but is not limited to the following items: date, time, location (with ending and starting stations), the type of field adjustment, and reasons for the field adjustment must be recorded and submitted to Engineer.

Test the quality characteristics for the following:

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FDR – Cement Quality Characteristic Sampling Locations and Testing Frequencies Quality
Characteristics Test Method
Minimum Sampling
and Testing
Frequency
Sampling Location
Gradation CT 202 Test Strip and 1 per
Lot
Loose Mix Behind
Mixer
Laboratory
Maximum Wet
Density
CT 216
Test Strip and 1 per
Day or 1 per Street
or 1 per Changes to
the Material
(whichever is more)
Loose Mix Behind
Mixer
Relative
Compaction CT 231 10 Points per Test
Strip and Lot b Compacted Mix
a Sample immediately after mixing is complete
b Lot size is defined as 3,000 squared yards

The first day of the FDR construction could be accepted as the test strip.

Measure and record the actual cut depth at both ends of the pulverizing drum at least once every 300 feet along the cut length. Take measurements in Engineer's presence.
915-6c Compaction
Compact in 1.00-foot maximum lifts to 95 percent relative compaction per CT 231.

The maximum compacted thickness of a single layer may be increased provided Contractor can demonstrate to Engineer that the equipment and method of operation will provide uniform distribution of the cement and the required compaction density throughout the layer.
915-6d Tolerances
Completed cement subgrade treated section after compaction and trimming shall be equal to the design thickness. The minimum thickness shall be the design thickness minus 0.08-foot.

Thickness/Uniformity Verification
Immediately after trimming and compaction are completed, excavate test pits. At locations selected by Engineer, excavate a test pit for each 3,000 square yards of treated area. Test pits shall be 1-foot by 1-foot minimum to verify the thickness of the Cement-treated section. Backfill with Cement-treated material and compact immediately after verification.
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915-6e Curing
If not covered by asphalt concrete or aggregate base within 48 hours, the exposed stabilized soil subgrade shall be covered with SS-1h within 24 hours of completing cement stabilization. The emulsion seal can be waived if Contractor can provide a method to keep the FDR layer moist to provide adequate cement hydration and dust control up to the time the FDR is paved.
915-6f Protection
Contractors shall maintain the subgrade in a smooth, compacted condition until placement of aggregate or hot mix asphalt (HMA). Any damage to the treated subgrade shall be repaired by immediately replacing with HMA material within 24 hours after damage.

After compaction of the FDR layer, only rubber-tired vehicles or paving equipment shall be permitted on the treated surface.

Prior to placing asphalt concrete, the area shall be proof rolled with a loaded construction vehicle, preferably a ten cubic yard dump truck or equivalent. The compacted surface shall not visibly yield or deflect. Soft, yielding, unstable, or unsuitable areas shall be removed and replaced with HMA. If the areas were caused or significantly worsened by Contractor’s operations, these areas shall be replaced at Contractor’s expense.

Unsuitable material is defined as material Engineer determines to be:

1. Of such unstable nature as to be incapable of being compacted to specified density using ordinary methods at optimum moisture content, or

2. Too wet to be properly compacted and circumstances prevent in-place drying prior to incorporation into the work, or

3. Otherwise unsuitable for the planned use.
915-6g Microcracking
During the period from 48 to 72 hours after compaction, microcrack the surface by applying three single passes with a 12-ton vibratory steel drum roller at maximum amplitude travelling from 2 to 3 mph, regardless of whether asphaltic emulsion has been applied.
915-7 Engineer’s Acceptance
Engineer accepts Cement Treatment based on the following table:

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Cement Treatment Requirements for Acceptance
Quality characteristic Test method Value
Cement application rate
(lb/sq yd) Calibrated tray or equal Mix design rate
± 5%
Relative compaction (min,
%, wet density) California Test 231 95%
Thickness (ft) Test Pits ±0.05 of the
thickness shown

915-8 Measurement and Payment
Measurement and payment for the various cement and cement treatment items will be paid on a unit cost basis as identified in the Bid Schedule include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, providing quality control, and for doing all the work involved in Cement Subgrade Treatment, complete in place, including breaking-up, mixing, spreading, compacting, grading, trimming, curing, protecting treated soil, and microcracking, as shown on the plans, as specified in the Standard Specifications and in these Special Provisions, and as directed by Engineer.

Measurement and Payment for “Cement (Allowance)” and “Cement Treat 0.67’ Subgrade, Trim to Top of Subgrade (Allowance)”, related to work on Calle Real, will be paid as described above and include all costs to perform the required work.

Payment for this item will only be made on an allowance basis and only for the work completed. Contractor shall have no claim to that portion of the allowance which is not necessary for the project.

The quantity of cement is subject to increased or decreased quantity and will be the difference between the specified theoretical quantity of cement and the quantity of cement used.

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SECTION 916 AGGREGATE BASE
916-1 General
Attention is directed to Section 26 “Aggregate Base” of the Standard Specifications and these Special Provisions. Add the following:
x Aggregate base shall be Class 2 and shall conform to the provisions in Section 26, "Aggregate Bases", of the Standard Specifications and these Special Provisions. The coarse aggregate (material retained on the No. 4 sieve) shall consist of material of which at least 25% by weight shall be crushed particles as determined by California Test 205.
916-2 Measurement and Payment
Full compensation for materials, work, other features, and 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.

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SECTION 917 SHOULDER BACKING
917-1 Scope
This work shall consist of scarifying the existing shoulder material and placing additional material to bring the shoulder up to the new pavement surface as specified.

All such work shall conform to the applicable provisions of the Standard Specifications, these Special Provisions; the plans, typical sections and details; and as directed by Engineer.
917-2 Materials
Material for shoulder backing shall conform to Sections 19-9 of the Standard Specifications. Pavement grindings shall not be used for shoulder backing material. 917-3 Construction
The existing shoulder shall be scarified sufficiently to provide bonding between the existing and new materials. The limit of scarification and new shoulder backing material shall be 3 feet from the edge of the new pavement surface. Shoulder material shall be moisture conditioned, placed, shaped, and compacted such that the new shoulder material is firm and does not displace under longitudinal shoulder traffic. The surface elevation of the compacted shoulder backing shall match the new pavement surface.

Existing roadside drainage patterns shall be maintained. Where unusual shoulder conditions not represented by the typical details are encountered, Contractor shall notify Engineer 24 hours in advance of shoulder work. Engineer will specify the adjustments to be used to ensure that drainage patterns are maintained.

Shoulder backing shall start no sooner than three calendar days and be completed no more than seven calendar days after completion of the adjacent paving. 917-4 Measurement and Payment
Shoulder backing will be paid on a lineal foot basis along the pavement edge as “Install Shoulder Backing” . The unit cost bid for shoulder backing will be considered full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals; and for performing all the work involved as detailed in the Standard Specifications, these Special Provisions, and the plans and typical sections. No additional compensation will be allowed therefor.

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SECTION 918 CONCRETE CONSTRUCTION
918-1 General
This section pertains to existing and new Portland cement concrete (PCC) facilities including curbs, curbs and gutters, cross gutters, spandrels, sidewalks, access ramps, commercial and private driveways, and swales that shall be removed and replaced or constructed at the locations indicated on the plans or as directed by Engineer.

Curb ramps shall be per the Standard Specifications and Standard Drawings A88A and A88B.

Any other work required to construct curbs and gutters, sidewalks, curb ramps, and/or driveways including, but not limited to, demolition, sawcutting, concrete removal, traffic control, aggregate base, aggregate base and/or compaction, and associated asphalt concrete pavement shall be considered incidental to the work and no additional compensation will be allowed therefor.
918-2 Materials
918-2a Concrete Curb Ramps
Concrete curb ramps shall be constructed in accordance with the County of Santa Barbara Standard Plans, the Standard Specifications and the Standard Plans. A copy of the Standard Plans are attached in the Appendix.

Sawcut and remove existing concrete curb ramps to nearest existing joint and dispose of at a recycle facility.

Compact subgrade to minimum 90% relative compaction.

Aggregate base under curb ramps shall meet the requirements of “Section 916 Aggregate Base” of these Special Provisions. Place and compact minimum 6 inches aggregate base to minimum of 95% relative compaction under limits of the curb ramps.

Concrete curb ramps shall be constructed of Class 520-C-2500 concrete (4 inches max slump.
918-2b Concrete Mix Design
All concrete shall be Type II cement. Contractor shall furnish a concrete mix design to Engineer at least ten working days prior to the start of the work, based on the following guidelines:

General Concrete Facilities including curb, gutter, spandrel, sidewalk, access ramps, residential driveways, etc. shall meet the following requirements:
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Compressive Strength: 2500 psi @ 28 days
Polypropylene Fiber Reinforcement: 1.5 lbs/cy (0.01% by volume), 3 / 4 - i n c h m i n i m u m l e n g t h
Maximum Slump: 5 inches

Heavy Vehicular Facilities including cross gutters, spandrels, swales, commercial driveways, and alley entrances shall meet the following requirements:

Compressive Strength: 2000 psi @ 3 days,
4000 psi @ 28 days
Polypropylene Fiber Reinforcement: 3.0 lbs/cy (0.02% by volume), 1-1/2 inches minimum length
Maximum Slump: 4 inches

Contractor shall be responsible for all costs associated with the required mix design. 918-2c Detectable Warning Surface (Case-in-Place)
All curb ramps shall have a detectable warning surface. Detectable warning surface shall be in the form of tiles manufactured from a fiberglass reinforced ultraviolet stabilized polymer composite. The tiles shall be wet-set cast-in-place. Detectable warning surface tiles shall conform to the requirement established by the Department of General Services, Division of State Architect and incorporate an in-line pattern of truncated domes measuring nominal 0.20-inch in height, 0.90-inch base diameter, and 0.45-inch top diameter, and spaced 2.35 inches center-to-center as measured side by side. The field area shall consist of a high density, pyramid micro textured of raised points 0.05-inch high. Detectable warning surface tiles shall be Armor-Tile or approved equal. Detectable warning surface tiles color shall be homogeneous throughout the tile. Color of the detectable warning surface shall be “Federal Yellow” per Caltrans Standards.

Installation of surface applied detectable warning surface shall not be allowed unless approved by Engineer.

Detectable warning surface tiles shall be configured such that the required area is covered by no more than two tiles to conform to the dimensions as shown on the Plans, and as directed by Engineer. If multiple detectable warning surface tiles are used, joint shall be joined in the curb ramp or as approved by Engineer. 247
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Detectable warning surface tiles shall conform to the following ASTM specifications:
x ASTM D 695 Compressive Strength Not less than 25,000 psi x ASTM D 790 Flexural Strength Not less than 30,000 psi x ASTM D 570 Water Absorption 0.05%
x ASTM C 1028 Slip Resistance 0.8 wet/dry
x ASTM E Flame Spread Index 25
x ASTM B117 Salt Spray No Change (300 hours)
x ASTM 1308 Chemical Stain No Effect
x ASTM C 501 Abrasion Resistance Lw>500
x ASTM G 155 Accelerated Weathering Delta E<5 (2,000 hours) x ASTM D 638 Tensile Strength 12,500 psi
x AASHTO-H20 Load Bearing at 10,410 lbs. No Cracking, Delamination or Deformation
x ASTM C 1026 Freeze/Thaw/Heat No Chipping, Cracking or Peeling x ASTM D 1037 Accelerated Aging [Freeze/Thaw] No Change in Color, Gloss, Delamination
x ASTM D 696-03 Linear Thermal Expansion 9.45x10-7 per degree Fahrenheit Detectable warning surface tiles shall be suitably packed or crated to prevent damage in shipment or handling. Finished surfaces shall be protected by sturdy plastic wrappings to protect tile from concrete residue during installation and tile shall be identified by part number. Protective plastic wrapping shall be removed within 24 hours after tiles are installed.

Detectable warning surface installation shall comply with Manufacturer’s recommendations.

Detectable warning surface tiles shall be warranted in writing for a period of five years from date of final completion. The guarantee shall include defective work, breakage, deformation, fading and loosening of tiles.

Contractor shall be certified as a truncated dome installer and possess an installation certification from a truncated dome manufacturer that shall be proved five days prior to the Pre-Construction Meeting with the truncated dome material submittal. 918-2d Quality Assurance Field Testing
Field testing shall include testing for concrete slump as per ASTM C-143 and compressive strength (C39). Such testing shall be at a frequency determined by Engineer and shall be performed by the Owner’s laboratory at the Owner’s expense.

Contractor shall furnish the concrete necessary for casting test cylinders. 248
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918-3 Construction
All work shall conform to the provisions of Section 90 of the Standard Specifications and these Special Provisions. New concrete for PCC pedestrian paths (sidewalks, curb ramps), shall be a minimum thickness of 6 inches.

All curb ramps and island passageways shall comply with Caltrans Standard Plans A88A or A88B and shall meet current American with Disabilities Act (ADA) guidelines.

The normal gutter line shall be maintained through the area of the curb ramp unless otherwise noted. Curb ramps shall conform to the slopes and dimensions indicated on the Standard Plans. Curb ramps shall be located within marked limits of crosswalks.

Where spandrels are being reconstructed, the entire spandrel shall be removed and replaced.

The existing concrete shall be sawcut full depth prior to removal. Any concrete broken due to Contractor’s failure to comply with these requirements shall be removed and replaced at Contractor’s expense.

The line and grade of the replaced facilities shall conform to the existing facilities. In most instances, this will consist of a straight line between existing facilities.

Contractor shall water test all repaired curbs and gutters, cross gutters, and other repaired drainage facilities in the presence of City’s Inspector.

In areas where curbs and gutters shall be removed and replaced, if they are part of a curb ramp reconstruction, the gutter width shall widen to 24 inches in front of the curb ramp landing then taper back to the original width unless otherwise noted on plans. Additionally, counter slopes of adjoining gutters and road surfaces immediately adjacent to and within 24 inches of the curb ramp landing shall not be steeper than 5%.

Commercial driveway and alley approaches, including the adjacent curb and gutter section, shall be removed and replaced within 24 hours. Curing time shall be 72 hours.

Contractor shall saw and remove all concrete groove and replace with concrete and cast-in-place detectable warning surface as needed.

Contractor shall note any utility stamps in the existing concrete prior to removal and replace stamps in kind. Additionally, if removal and replacement of concrete results in existing curb paint or painted property address numbers being removed, they shall be repainted in kind.

Contractor shall anticipate pruning and removing existing tree roots at all concrete facilities to be constructed or removed and replaced. The work for all concrete facilities 249
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to be constructed or removed and replaced s hall include all labor, materials, tools, equipment, transportation, and incidentals; and for performing all the work involved in pruning and removal of existing tree roots.
918-3a Protection of Existing Facilities
Contractor shall protect existing facilities from damage, and discoloration from concrete splash. Adjacent concrete facilities shall be covered during concrete placement to prevent concrete splash and excess concrete from staining the adjacent concrete. After initial placement, strikeoff and finishing, the protection shall be removed, and the adjacent concrete cleaned.

Vertical existing facilities such as light poles, walls, etc. shall be protected with plastic extending a minimum of 3 feet above the concrete surface. After initial placement, strikeoff and finishing, the protection shall be removed, and the vertical surfaces cleaned.

All utility lids shall be adjusted to the finish grade. 918-3b Subgrade
After the subgrade is prepared, moisture conditioned, and compacted to 90% relative compaction at 0 to 3% over optimum, Contractor shall continuously maintain the subgrade in a uniform condition at the moisture content obtained during subgrade compaction until the concrete is placed.
918-3c Forming
Wooden forming shall be of 2-inch nominal thickness staked at 2-foot intervals. The maximum gap at the bottom of the forms shall be 1-3/4 inches. 918-3d Tolerances
The maximum variation from design elevation shall not exceed +/- 0.02 feet. In some instances, particularly in critical drainage areas, tolerances may be reduced to zero.

Concrete facilities shall be installed to maintain or provide positive drainage.

Questions regarding applicable tolerances shall be directed to Engineer 48 hours in advance of the work.

When shown on the drawings, the concrete shall be set at the design elevations.

When existing facilities are to be removed and replaced, they shall conform to the existing elevations and grades. Generally, this will be at a straight line between the start and end points of the removal.
918-3e Placing and Finishing
The concrete shall be deposited on a moist grade in such a manner as to require as little re-handling as possible. Workmen shall not be allowed to walk in the freshly mixed concrete with boots or shoes coated with earth or foreign substances. 250
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918-3f Strikeoff, Consolidation and Finishing
In general, adding water to the surface of the concrete to assist in finishing operations shall not be permitted.

Before final finishing is completed and before the concrete has taken its initial set, the edges shall be carefully finished with the radius shown on the plans or a radius to match the existing construction.

Concrete shall be thoroughly consolidated against and along the faces of all forms and adjacent concrete. After the forms are removed, excess concrete below the form surface shall be removed to be flush with the form face.

All new concrete shall match existing facilities in texture, color, and appearance. 918-3g Decorative Sidewalks
Contractor shall match the color, texture, and score mark pattern on any decorative sidewalks removed and replaced.
918-3h Concrete Protection
Contractor shall always have materials available to protect the surface of the fresh concrete against rain. These materials shall consist of burlap, curing paper, or plastic sheeting. If plastic sheeting is used, it shall not be allowed to contact finished concrete surfaces.

Contractor shall also protect the concrete against traffic and vandalism. If the concrete is damaged or vandalized, Contractor shall make the necessary repairs at its own expense. The repair procedure for damaged or vandalized concrete shall be approved in advance by Engineer.
918-3i Curing
Concrete shall be cured by protecting it against loss of moisture, rapid temperature change, and mechanical injury for at least three days after placement. White or clear liquid membrane compound shall be used. After finishing operations have been completed, the entire surface of the newly placed concrete shall be covered by the curing medium. The edges of the concrete exposed by the removal of forms shall be protected immediately to provide these surfaces with continuous curing treatment.

Control joints in sidewalks may be made using a tooled joint which shall extend a minimum of 1/4 of the depth of the concrete and shall not be less than 1-1/2 inches in depth.

Expansion joints shall be required at a maximum of 40-foot intervals on curbs, curbs and gutters, cross gutters, swales, and sidewalks. Expansion joints shall also be required on all corners of curbs, curbs and gutters, sidewalks, at the outside boundary 251
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of access ramps, and other locations with discontinuities or reentrant corners which may cause cracking.
918-3j Cleanup and Backfill
After the concrete is placed, cured, and the forms have been removed, Contractor shall clean the site of all concrete and forming debris. The aggregate base shall be replaced to match the existing base and compacted to 95% relative compaction. The pavement shall be restored in accordance with “Section 912 Remove & Replace Hot Mix Asphalt (HMA)” of these Special Provisions. A minimum of two lifts shall be used, none of which shall exceed three inches, and the top lift shall be a minimum of 1-1/2 inches thick. The total thickness of the restored pavement shall be 6 inches or match that of the existing pavement, whichever is greater.

For pavements to be overlayed or resurfaced, the aggregate base and asphalt concrete may be replaced with cement sand slurry in conformance to Section 201 of the Standard Specifications or Controlled Low Strength Material (CLSM). After curing has been completed and the forms have been removed from the new curb and gutter or sidewalk, the void between the new concrete and the existing parkway shall be filled with clean native material, and the entire parkway left in a clean and orderly condition.

For concrete removed but not replaced, the resulting void after excavation shall be backfilled with clean native material unless noted.
918-4 Measurement and Payment
Measurement and payment for the miscellaneous concrete construction items will be paid on a unit cost basis as identified in the Bid Schedule. This work will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work involved in constructing concrete features, including but not limited to subgrade preparation, supplying, placement and compaction of aggregate base, asphalt concrete removal and curb ramp construction work, Portland cement concrete removal and replacement including curb, gutter, and sidewalk, detectable warning surface, retaining curbs, dowels, reinforcement materials, associated traffic control, and coordination with utility agencies, and all work as may be required by the Contract Documents, as specified herein, and as directed by Engineer. No additional compensation will be allowed, therefor.

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SECTION 919 ADJUSTING UTILITY COVERS TO FINISH GRADE
919-1 Scope
Contractor shall be responsible for adjusting all encountered utility covers to final grade. Utility locations are not indicated on the plans beyond the location of utility lids within the existing roadway. It shall be the responsibility of Contractor to work with the local utility companies and to locate all underground utility service lines within the limits of all excavations. All necessary work to relocate, adjust or rearrange utilities shall be performed by the respective utility company prior to excavation by Contractor. Contractor shall schedule potholing and location of underground utility conflicts sufficiently in advance of the construction to permit Engineer to make adjustments to the plans or to allow the various utility companies to adjust the conflicting utility lines, as appropriate.

Contractor shall take reasonable care to protect existing underground utility service lines including curb drains from damage. Any damage caused by Contractor's lack of reasonable care shall be repaired at Contractor's expense. Contractor shall use extreme caution when working near street lighting or traffic signal conduit.

Contractor shall be responsible for all direct and indirect costs associated with any delays or damage to work in progress caused by ruptured or damaged utilities.

All utility boxes, vaults, and manholes, which will be covered or obscured by the construction, shall be referenced for future location by Contractor. References shall be tied to two fixed objects, which also indicate the location and distance to the vault or cover.
919-2 Construction
919-2a Lowering Utility Covers
Several utility covers are located in areas designated for remove and replace HMA, cold plane, or full depth reclamation. Contractor shall anticipate lowering utility covers in these areas prior to commencing the pavement work. Utility covers shall be lowered by Contractor such that the cutting teeth of the planing machine passes over the adjusted lid without causing damage to the lid or frame. Contractor shall be responsible for maintaining any temporary asphalt fill material over these facilities until the final paving surface is installed. Contractor shall clearly mark or reference lowered sanitary sewer and water valves in case emergency access is required by the agency responsible for operation of the sewer and water system. 919-2b Raising Utility Covers
Utility covers shall be adjusted to finish grade by Contractor within 72 hours after the placement of the final surface paving on each individual street segment. If several lifts of pavement are to be placed, the utility covers shall be raised by the utility company if the paving operation ceases for more than 72 hours as approved by Engineer.
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Dirt, rocks or debris shall not be permitted to enter manholes or storm drain lines.

When raising manhole adjustment by Contractor involves excavation or concrete removal, a temporary cover shall be placed to prevent entry of material into the manhole, storm drain pipes.

Concrete around manholes, survey monuments, and other utility covers with collars shall meet the following requirements:
x Compressive Strength: 4000 psi @ 3 days
919-3 Measurement and Payment
Measurement and payment for the various utility adjustment items will be paid on a unit cost basis as identified in the Bid Schedule. This work will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in lowering and raising utility frames and covers to grade, complete in place, including coordination with the utility companies, Engineer, and City Surveyors, replacing disturbed monuments, salvaging existing or furnishing new utility frames and covers, concrete, mortar, and HMA (Type A), as shown on the plans, as specified in the Standard Specifications and these Special Provisions, and as directed by Engineer. No additional compensation will be allowed, therefor.

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SECTION 920 TRAFFIC STRIPING, MARKINGS & SIGNS
920-1 General
This work shall consist of installing/replacing all traffic stripes, legends, crosswalks, and limit lines and providing new pavement legends, and installing signs and barricades in accordance with Caltrans and County of Santa Barbara standard drawings. All traffic striping shall be thermoplastic except for Storke Road between Bollay Drive and Hollister Avenue, and Orange Avenue parking lot, which shall be paint. All striping shall be installed based on the latest standard specifications. This work also includes painting and/or re-painting existing painted curb and curb markings with the same kind and color of paint as shown on the plans and as directed by Engineer.
920-2 Materials
920-2a Thermoplastic
Traffic striping & marking materials shall be per the provisions of Section 210-1 and 214 of the Caltrans Standard Specifications Latest Edition. Thermoplastic traffic stripes (traffic lines) shall conform to the provisions in Sections 84-1, “General” and 84-2, “Thermoplastic Traffic Stripes and Pavement Markings,” of the Standard Specifications and these Special Provisions. Delineators and Roadside Signs shall conform to Section 82, “Markers and Delineators”.

Thermoplastic material shall conform to State Specifications 8010-41G-21. Glass beads to be applied to the surface of the molten thermoplastic material shall conform to the requirements of State Specification 8010-22L-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.
920-2b Paint
Painting of pavement markings and striping shall be in accordance with Section 84 "Markings” of the State Standard Specifications, except that 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 shall be applied within five calendar days after completion of paving. 255
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920-2c Curb Paint
If painted curb is removed and replaced with new curb, Contractor shall paint new curb in the same color and length.
920-2d Green Bike Lane Markings
Green bike lane/box treatments shall be methyl methacrylate (MMA) traffic striping and marking product as listed on the California Department of Transportation Authorized Material List and conforming to the chromaticity requirements in the Federal Highway Administration (FHWA) Interim Approval for Optional Use of Green Colored Pavement for Bike Lanes (IA-14).
920-2e Pavement Markers
Pavement markers shall meet the requirements of Section 82 “Signs and Markers” of the Standard State Specifications and shall be completed no later than seven calendar days after completion of paving.
920-2f Submittals
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 each color of thermoplastic material B. Materials Engineering and Testing Notification 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 existing striping plan
920-2g Traffic Signs
Traffic signs shall be constructed in accordance with Subsection 82 “Signs and Markers” of the Standard Specifications, the CA MUTCD and these Special Provisions. Roadside signs shall be furnished and installed at the locations shown on the plans or where directed by Engineer. Sign panels shall be furnished by Contractor, and shall conform to the State of California Traffic Sign Specifications.

Traffic signs shall meet the minimum size requirements as indicated in the CA MUTCD and shall have High Intensity Prismatic Reflective Sheeting as manufactured by 3M Company, or approved equal. All stop (R1-1) and yield (R1-2) signs shall have VIP (Diamond grade or Type 9) sheeting as manufactured by 3M or approved equal.

In addition, all signs that have a fluorescent yellow or fluorescent yellow/green (school zone, pedestrian and bikeway signs) background shall have VIP sheeting. 256
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920-2h Barricades
Barricades shall consist of the materials indicated in the referenced standard drawing as shown on the plans.
920-3 Construction
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 work 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, information, or materials to Contractor. It will be entirely the responsibility of Contractor to perform all necessary pre-construction and construction layout work, obtain all necessary 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 lines, 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.

Cat tracking shall consist of stretching a rope on a straight line between control points on tangent alignment and on a true arc through control points on curved alignment and placing spots of paint along the rope. Temporary tab markers 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, Contractor 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 alignment of line stripes. Striping and 257
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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 consist of two complete coats and shall be completed prior to the opening of each street.

2. The second application of paint shall consist 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 Standard Specifications. When utilizing hot melt bituminous adhesive, RPM’s shall be placed after the surface has been open to traffic for at least 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 including 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.

Traffic signs shall be installed on a 1.75”x1.75” square perforated steel pole (painted green) or approved equal and inserted into a 2"x2"x36” anchor sleeve.

Barricades shall be constructed as indicated in the referenced standard drawing. 258
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920-4 Measurement and Payment
Payment for traffic striping layout and placement 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 pavement markers, road signs and delineators will be paid on a unit cost basis as identified in the Bid Schedule.

Measurement and payment for “Install Type I Pedestrian Barricade” and “Remove and Replace Dead End Signs & Barricade” shall be paid on unit cost basis as identified in the Bid Schedule and shall include full compensation for furnishing all labor, materials, tools, equipment, layout as shown on the plans or described in these Special Provisions. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with Caltrans and County of Santa Barbara standard drawings.

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 the plans and as directed by Engineer, will be considered as included in the contract unit price for the various kinds of Traffic Striping, Markings & Signs identified in the bid schedule. No additional compensation will be allowed therefor.

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SECTION 921 PARKING BUMPERS
921-1 Scope
Work shall consist of removal, disposal, and replacement of parking bumpers as specified. All such work shall conform to the parking bumper manufacturer, these Special Provisions, the plans, and as directed by Engineer. 921-2 Materials
New PCC parking bumpers shall comply with Section 78-5, “Parking Bumpers”, of the 2018 Standard Specifications and approved by the City. 921-3 Construction
Place parking bumper per Caltrans Standard Plan A90A. Ensure pavement surface is level, and install under the manufacturer's instructions. Contractor shall be responsible for removing any pavement that gets damaged during the installation. 921-4 Measurement and Payment
Measurement and payment for the various parking bumper items will be paid on a unit cost basis as identified in the Bid Schedule, and will be considered full compensation for all labor, equipment, and materials required to perform the work as described herein. No additional compensation will be allowed therefor.

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SECTION 922 BARRIERS
922-1 Scope
Work to be performed under this Section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to remove and replace or install pedestrian or street barricades. All such work shall conform to the applicable provisions of Caltrans Standard Plans, County of Santa Barbara Standard Details, these Special Provisions; the plans and typical sections; and as directed by the Engineer. 922-2 Materials and Construction
Pedestrian barricades shall conform to Caltrans Standard Plan ES-7Q. Street barricades shall conform to County of Santa Barbara Standard Detail 7-020. 922-3 Measurement and Payment
“Install Type I Pedestrian Barricade” and “Remove & Replace Dead End Signs & Barricade” shall be included in the bid schedule and paid for on a unit cost basis as identified in the Bid Schedule, and will be considered full compensation for all labor, equipment, and materials required to perform the work involved in removing and replacing or installing pedestrian or street barricades.

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SECTION 923 ELECTRICAL WORK
923-1 Scope
Work to be performed under this section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to remove and/or replace existing loop detectors.

It is anticipated that all the existing loop detectors at the intersections will be damaged by the proposed pavement cold planing and removal of surfacing and base. Loop detectors at cross streets may also be affected and shall be replaced to reestablish a functioning traffic signal system.

All work shall comply with Section 86, “Electrical Work” and Section 87, “Electrical Systems”, of Caltrans Standard Specifications except as modified herein.

No materials related to traffic loops are to be reused. 923-2 Materials
Detector loop wire and lead-in cable shall conform to Section 86-1.02F(2)(c)(iii) and 86-1.02F(3)(d)(iii) of the Standard Specifications.

Paint binder and asphaltic emulsion sealant shall conform to the provisions of Section 94, “Asphaltic Emulsions”, and Section 86-1.02W(4) of the Standard Specifications. 923-3 Construction
Electrical systems shall be disconnected and connected by Contractor, who shall provide at least 24 hours of notice to Engineer and City prior to commencing work.

Existing traffic loops designated to be removed shall be properly disposed of by Contractor.
923-3a Installation of Temporary Vehicle Detection System Where traffic loops are to be replaced, Contractor shall install temporary video detection equipment until permanent traffic loops are installed. Contractor shall contact City (Kyle Fletcher: (805) 698-0369) and Caltrans Electronic Maintenance Staff to coordinate equipment delivery/installation and verification of proper operation. Temporary vehicle detection shall be installed per the following steps:

1. Install City-furnished temporary video detection controller and cards in existing controller cabinet.

2. Install City-furnished video detection camera on traffic signal luminaire arm per Detail B of Standard Plan ES-7R. Contractor to furnish and install cabling between camera and controller cabinet.

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3. Install City-furnished video detection camera on traffic signal mast arm per Detail A of Standard Plan ES-7R. Contractor to furnish and install cabling between camera and controller cabinet.
923-3b Installation of Permanent Traffic Loops
Detector loop and cable installation shall confirm with Section 87-1.03F, “Conductors and Cable Installation”, and 87-1.03V, “Detectors” of the Standard Specifications.

Prior to initiating any work on the detector loops, Contractor shall prepare drawings of all existing detector loops in the affected work area. The drawing shall show the size and location of the existing detector loops, routing of wiring, and the proposed replacement locations.

All replaced detector loops shall be replaced in-kind unless specifically called out otherwise. Any changes to loop type, placement pattern, or installation may be performed only as allowed by Engineer.

Where the sump of an existing pull box is disturbed by Contractor’s operations, it shall be reconstructed. If the sump was grouted, the old grout shall be removed and new grout placed.

Contractor shall mark the locations of the new detector loops in the field prior to beginning their installation.

All replaced loops shall be Type C or Type E per Standard Drawing ES-5B.

Detector loop slots in asphalt concrete pavement shall be filled after conductors are installed in the slots cut in the pavement, paint binder shall be applied to all vertical surfaces of the slots. The slots shall then be filled with asphaltic concrete sealants using hot melt loop sealant.

The temperature of sealant material during installation shall be above 70 degrees Fahrenheit. Air temperature during installation shall be above 50 degrees Fahrenheit. Hot melt sealant placed in the slots shall be compacted by use of an 8- inch diameter by 1/8-inch thick steel hand roller or other tool approved by Engineer.

Compacted sealant shall be flush with the pavement surface. Minimum conductor coverage shall be 5/8-inch. Excess sealant remaining after rolling shall not be reused. Traffic may be released immediately over compacted material.

Contractor shall test all detectors with a motor-driven cycle as defined in the California Vehicle Code. Such cycle shall be licensed for street use by the Department of Motor Vehicles of the State of California. The unladen weight of the vehicle shall not exceed 220 pounds and the engine displacement shall not exceed 100 cubic centimeters.

Special features, components, or vehicles designed to activate the detector will not be permitted. Contractor shall provide an operator who shall drive the motor-driven 263
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cycle through the response or detection area of the detector at not less than three miles per hour nor more than seven miles per hour.

Detector loops damaged due to grinding, cold planing, digouts, paving, or any other related construction shall be replaced within five calendar days following the damage.

Contractor shall replace all detector loops that are damaged in the connection with their work on this project, including other connected loops that are not shown on the plans that are determined to be non-functioning by City and/or Caltrans. 923-4 Measurement and Payment
The contract unit price for “Remove Loop Detector Cover” , “Remove Existing Traffic Loop” and “Remove & Replace Traffic Loops” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in removing and/or replacing traffic loops and installing temporary vehicle detection equipment as shown on the plans, as specified in the Standard Specifications and these Special Provisions, and as directed by Engineer.
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ATTACHMENT 5

Pavement Management Program PowerPoint Presentation
265
Pavement Management
Program (PMP) Update
Public Works Department
City Council Meeting
January 16, 2024
266
Pavement Management Program (PMP)
Update
Presentation Outline
`PMP Education
`PMP History
`PMP Looking Forward
2023 Pavement Project -call for bids
Future PMP Plan
January 16, 2024, City Council Meeting 2
267
PAVEMENT 101
January 16, 2024, City Council Meeting 3
268
January 16, 2024, City Council Meeting 4
What Determines a Pavement Section?
269
January 16, 2024, City Council Meeting 5
Pavement Deterioration Cycle
270
January 16, 2024, City Council Meeting 6
Asphalt concrete deteriorates in two ways:

Pavement Deterioration
Oxidizing effects of sun and
water Fatigue from heavy wheel
loads
271
January 16, 2024, City Council Meeting 7
The Impact of Sun and Water
272
January 16, 2024, City Council Meeting 8
The Impact of Heavy Loads
273
January 16, 2024, City Council Meeting 9
Block
Cracking
Alligator
Cracking
Transverse or
Longitudinal
Cracking
Weathering or
Raveling
Common Pavement Distresses
274
January 16, 2024, City Council Meeting 10
Alligator cracking
Block cracking
Distortions
Longitudinal / transverse cracking
Patches / utility cuts
Rutting / depressions
Weathering / raveling
Evaluating Common Pavement Distresses
275
January 16, 2024, City 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.
276
January 16, 2024, City Council Meeting 12
277
January 16, 2024, City Council Meeting 13
278
January 16, 2024, City Council Meeting 14
279
January 16, 2024, City Council Meeting 15
PCI = ?
280
January 16, 2024, City Council Meeting 16

PAVEMENT MANAGEMENT PRINCIPLES
281
January 16, 2024, City Council Meeting 17
Applying the RIGHT TREATMENT
to the RIGHT PAVEMENT
at the RIGHT TIME
using the RIGHT MATERIALS
282
January 16, 2024, City Council Meeting 18
Pavement Preservation Timing
Cape Seal / TMO /
Light Overlay
Heavy Overlay
283
January 16, 2024, City 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.
284
January 16, 2024, City 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
.
285
January 16, 2024, City 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.
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January 16, 2024, City 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
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January 16, 2024, City Council Meeting 23
Reconstruction
When a pavement has failed or reached the end of its service life, it requires complete removal and replacement of the existing pavement structure. Reconstruction may use new or recycled paving materials or a combination of both
.
288
• 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
January 16, 2024, City Council Meeting 24
289
January 16, 2024, City Council Meeting 25
Pavement Management Strategies
•Best-First “Top Down” Management
•Worst-First “Bottom Up” Management
•Critical-Point Management
290
Pavement Management Strategies
Critical Point Management
26 Critical-Point-Management
selects streets before they
deteriorate and need the
next more expensive
treatment.

Heavy Overlay
Cape Seal / TMO /
Light Overlay
January 16, 2024, City Council Meeting
291
Pavement Condition vs.

Maintenance / Rehabilitation Cost
27 PCI
Range
Treatment
Category
Cost Range
(per SF)
90-71 Light
Maintenance
$1.88 to
$2.16
70-51 Heavy
Maintenace
$2.87 to
$4.14
70-51 Light
Rehabilitation
$6.73 to
$9.18
50-26 Heavy
Rehabilitation
$9.47 to
$12.16
25-0 Reconstruction $14.78 to
$22.41
Heavy Overlay
Cape Seal / TMO /
Light Overlay
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CITY OF GOLETA

PAVEMENT CONDITION SUMMARY
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City of Goleta System Data
• System Size
9 84.9 centerline miles
9 17,272,511 square feet of pavement
• System-wide average weighted PCI of 60
• Replacement value of $302,000,000
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Maintained Road System
(As of 7/8/2023 with 2022 Paving Project Completed)
30 Functional Classification Centerline
Miles
Percent of
System Average PCI
Arterial 25.61 35.0 67
Collector 16.94 19.2 54
Residential 42.35 45.8 57
Totals 84.90 100.0 60
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31 January 16, 2024, City Council Meeting
296

FUNDING NEEDS
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33 January 16, 2024, City Council Meeting
298
34 January 16, 2024, City Council Meeting
299
35 Totals:
2021 Paving Project = 3.8 CL Miles
2022 Paving Project = 4.7 CL Miles
City of Goleta
2021 & 2022 Pavement Projects
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300
Cathedral Oaks Blvd
36 January 16, 2024, City Council Meeting
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GOING FORWARD
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Going Forward
` Focus limited funding a Major Roads.
Value Engineer treatments
` Adopt a “Stop-Gap” approach on residential and collector streets focusing on “worst first”. Perform reduced treatments intended to keep the pavement in serviceable and safe condition, including localized digout repairs, cape seals, and thin-maintenance overlays. ` Develop upcoming projects that match available funding for future fiscal years. Allows for future planning and coordination between departments and utilities Keeps the design and construction schedules moving forward with the goal to bid projects in winter with paving occurring during summer months. ` Continue to track pavement conditions and costs.

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Implement a short-term strategy that maximizes the available limited funding with the following key components:
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Candidate Streets for Future Projects
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Questions?
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Goleta City CouncilJanuary 16, 2024

Goleta City Council
January 16, 2024