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2017-05-03 Packet
CITY OF UKIAH CITY COUNCIL AGENDA Regular Meeting CIVIC CENTER COUNCIL CHAMBERS 300 Seminary Avenue Ukiah, CA 95482 May 3, 2017 6:00 p.m. (Meeting will start after workshop or soon thereafter.) 1. ROLL CALL 2. PLEDGE OF ALLEGIANCE 3. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS a. Presentation of Employee Recognition Awards. b. Presentation and Possible Discussion on the Draft County Broadband Goals and Strategies. c. Status Report, Discussion and Possible Action Regarding the Ukiah Valley Sanitation District's Litigation Against the City of Ukiah Related to the Operation of the Sanitary Sewer System. 4. PETITIONS AND COMMUNICATIONS 5. APPROVAL OF MINUTES a. Minutes of April 19, 2017, a Regular Meeting. 6. RIGHT TO APPEAL DECISION Persons who are dissatisfied with a decision of the City Council may have the right to a review of that decision by a court. The City has adopted Section 1094.6 of the California Code of Civil Procedure, which generally limits to ninety days(90) the time within which the decision of the City Boards and Agencies may be judicially challenged. 7. CONSENT CALENDAR a. Approve Budget Amendments for the Purchase of New ABI Force Infield Groomer from ABI Sports Turf in the Amount of$19,093.63. The following items listed are considered routine and will be enacted by a single motion and roll call vote by the City Council. Items may be removed from the Consent Calendar upon request of a Councilmember or a citizen in which event the item will be considered at the completion of all other items on the agenda. The motion by the City Council on the Consent Calendar will approve and make findings in accordance with Administrative Staff and/or Planning Commission recommendations. 8. AUDIENCE COMMENTS ON NON-AGENDA ITEMS The City Council welcomes input from the audience. If there is a matter of business on the agenda that you are interested in, you may address the Council when this matter is considered. If you wish to speak on a matter that is not on this agenda, you may do so at this time. In order for everyone to be heard, please limit your comments to three (3) minutes per person and not more than ten (10)minutes per subject. The Brown Act regulations do not allow action to be taken on audience comments in which the subject is not listed on the agenda. 9. COUNCIL REPORTS Page 1 of 2 Ukiah City Council Agenda for May 3, 2017, Continued 10. CITY MANAGER/CITY CLERK REPORTS 11. PUBLIC HEARINGS (6:15 PM) 12. UNFINISHED BUSINESS a. Approve Plans and Specifications for Transportation Improvements for Redwood Business Park, Specification No. 17-09, Direct Staff to Make Revisions to Specifications for I-Bank Requirements, and Direct Staff to Advertise for Bids. 13. NEW BUSINESS a. Authorize the Mayor to Draft and Sign a Letter of Support for the Consolidation of Ukiah Valley Water Districts in the Upper Russian River Water Agency. 14. CLOSED SESSION — Closed Session may be held at any time during the meeting. a. Conference with Legal Counsel — Existing Litigation (Cal. Gov't Code Section 54956.9(d)(1)) Name of case: City of Ukiah v. Questex, LTD, et al, Mendocino County Superior Court, Case No. SCUK- CVPT-15-66036 (Palace Hotel) b. Conference with Legal Counsel — Existing Litigation (Government Code Section 54956.9(d)(1)) Name of case: Ukiah Valley Sanitation District v. City of Ukiah, Sonoma County Superior Court, Case No. SCV 256737 (UVSD) c. Conference with Legal Counsel — Existing Litigation (Cal. Gov't Code Section 54956.9(d)(1)) Name of case: Howard Jarvis Taxpayers Assn., et al. v. City of Ukiah, Mendocino County Superior Court, Case No. SCUK-CVG-17-68588 (Measure Y and Z) d. Conference with Real Property Negotiators (Cal. Gov't Code Section 54956.8) Property: 429 South Dora St. Ukiah, CA 95482 Negotiator: Sage Sangiacomo, City Manager; Negotiating Parties: City of Ukiah and Ukiah Unified School District; Under Negotiation: Price & Terms of Payment 15. ADJOURNMENT Please be advised that the City needs to be notified 72 hours in advance of a meeting if any specific accommodations or interpreter services are needed in order for you to attend. The City complies with ADA requirements and will attempt to reasonably accommodate individuals with disabilities upon request. Materials related to an item on this Agenda submitted to the City Council after distribution of the agenda packet are available for public inspection at the front counter at the Ukiah Civic Center, 300 Seminary Avenue, Ukiah, CA 95482, during normal business hours, Monday through Friday, 8:00 am to 5:00 pm. I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the bulletin board at the main entrance of the City of Ukiah City Hall, located at 300 Seminary Avenue, Ukiah, California, not less than 72 hours prior to the meeting set forth on this agenda. Dated this 28th day of April, 2017. Kristine Lawler, City Clerk Page 2 of 2 ITEM NO.: Urgency Item `1Ma MEETING DATE: .,,,,,.. Y_3, 2017 City of Ukiah AGENDA SUMMARY REPORT SUBJECT: REVIEW AND CONSIDER AN ADVOCACY POSITION ON SENATE BILL 649 (HUESO) WIRELESS TELECOMMUNICATIONS FACILITIES & PROPOSED AMENDMENTS TO INSTALL SMALL CELLS BY RIGHT; ASSEMBLY BILL 1250 (JONES-SAWYER) DE FACTO BAN ON LOCAL GOVERNMENT CONTRACTS; AND COMMUNITY DEVELOPMENT BLOCK GRANT TRAILER BILL LANGUAGE LIMITING FUNDING TO SMALL JURISDICTIONS Summary: The State legislative agenda over the past week has been brisk with a number of emerging bills that will have a significant impact on local jurisdictions if approved. The League of California Cities has issued a number of legislative alerts on potentially impactful legislation and has advised local jurisdictions to review and consider taking an advocacy position. Background: The League of California Cities is an association of California city officials who work together to enhance their knowledge and skills, exchange information, and combine resources so that they may influence policy decisions that affect cities. The City of Ukiah is an active and longstanding member of the League. Legislative advocacy is a primary function of the League. An experienced Sacramento-based lobbying team works in tandem with regional field staff to advocate on behalf of cities on a wide spectrum of issues. The League drafts, sponsors and supports legislation that assists cities. It also opposes or seeks amendments on legislation that would undercut local authority or revenue. The League often forms coalitions with other local government associations and interests to advocate for common goals. League lobbyists take positions on hundreds of bills annually, focusing heavily on priority measures that affect city interests. Legislative positions are governed by the League's policy and guiding principles that reflect positions developed by the League's policy committees. Final authority for determining the organization's positions on controversial legislation not covered by the platform rests with the League Board of Directors. To learn more visit .cacities.or /advocacy. Continued on Page 2 RECOMMENDED ACTION(S): Approval of an advocacy position in opposition to SB 649, AB 1250 and CDBG trailer bill language and authorize the Mayor to draft and issue letters and other forms of correspondence in opposition on behalf of the City of Ukiah. ALTERNATIVES: Provide alternate direction to the Ma or and/or staff. Citizens advised: N/A Requested by: Councilmember Mulheren Contact/Prepared by: Sage Sangiacomo, City Manager Coordinated with: Kristine Lawler, City Clerk Presenter: Sage Sangiacomo, City Manager Attachments: 1. League Letter Opposing CDBG Trailer Bill 2. CALED Letter Opposing CDBG Trailer Bill 3. SB 649 (Hueso)-City Sample Opposition Letter 4. AB 1250 (Jones-Sawyer) City Sample Opposition Letter 5. CDBG Trialer Bill City Sale 0*•osition Letter COUNCIL ACTION DATE: : ❑ Approved ❑ Continued to ❑ Other RECORDS APPROVED: ❑Agreement: ❑ Resolution: ❑ Ordinance: Note.Please write Agreement No.in upper right corner of agreement when drafted. Approved: S ie Sanity";como, City Manager Page 2 of 4 The League of California Cities is its strongest when joined by the voices of members and coalition partners. The League's legislative and regional public affairs teams work hand-in-hand with members to protect local control and stand up for city interests. Discussion: The City Council will review the following pending legislative items and consider taking an advocacy position. The following information is from the League for Council's consideration. The full text and additional detail for each bill can be found through the League's online bill search at: http://www.cacities.ord/Policy-Adyocacy/Bill-Search. Senate Bill 649 (Hueso) Wireless Telecommunications Facilities & Proposed Amendments to Install Small Cells by Right The League is opposing SB 649 (Hueso) and proposed amendments in RN 17 08941 (proposal) related to the permitting of wireless and small cell telecommunications facilities. The proposal will unnecessarily and unconstitutionally strip local authority over public property and shuts out public input and local discretion by eliminating consideration of the aesthetic and environmental impacts of"small cells." The League advises that the proposal includes language that would: • Prohibit local discretionary review of "small cell" wireless antennas, including equipment collocated on existing structures or located on new "poles, structures, or non-pole structures," including those within the public right-of-way; • Preempt adopted local land use plans by mandating that "small cells" be allowed in all zones, including residential zones, as a use by-right; • Provide a de facto exemption to the California Environmental Quality Act (CEQA) for the installation of such facilities and precludes consideration by the public of the aesthetic, nuisance impacts, and other environmental impacts of these facilities; • Includes equipment such as electric meters, concealments, telecom demarcation boxes, ground- based enclosures, battery backup power systems, grounding equipment, power transfer switches, cutoff switches, cables, or conduits in the definition of a "small cell." • Preempt local authority over public property by requiring local governments to make available sites they own for the installation of a "small cell." This measure would unconstitutionally give control of city property to private telecommunications companies. Talking Points from the League include: • This proposal shifts local land use authority away from local governments and puts it squarely into the hands of private interests with complete disregard for any public input. • Local governments have a responsibility to protect the quality of life for our residents and to protect public property in the public right-of-way. • Local governments typically encourage new technology into their communities, but this proposal goes too far, shutting the public out of decisions that can affect their daily quality of life. Assembly Bill 1250 (Jones-Sawyer) Counties and cities: Contracts for Personal Services The League is opposing AB 1250, and reports that it will place substantial burdens on local agencies by adding onerous, over prescriptive and unnecessary requirements that impede on local control and have significant impacts on local governance. Page 3 of 4 The new reporting requirements, privacy concerns, increased costs, and potential for litigation created by this measure would place an overwhelming and significant burden on nearly every city department and would create a de facto ban on virtually all contracting services. The League advises that AB 1250 would: • Require a city, before entering a contract or renewing a contract, to perform a full cost-benefit analysis of the potential impacts of outsourcing, including the impact on local businesses if consumer spending power is reduced. • Mandate a city to conduct a full cost-benefit analysis and environmental impact analysis caused by contracting for the services. • Force a city to conduct an annual audit of each contract. • Eliminate local agency hiring discretion by limiting a local agencies' ability to utilize a contract for the sole purpose of cost savings through salaries and benefits. • Require that the agency provide an orientation to contract non-city employees. • Require a city to create a new, fully searchable database that must be posted on the city website for certain contracts. Apart from the inherent cost drivers with this provision, there are significant privacy concerns about posting full names, job titles, and salaries of non-city employees. This database must include: The names, job titles, salary of each contracted non-city employee and subcontractors. Talking Points from the League include: • AB 1250 threatens the mission of local governments to provide vital local services in an efficient and economical way. • The standards outlined in this bill set an impossible standard for cities to meet for contracting— which is still in essence and de facto ban on contracting services. • California cities need to retain flexibility in how we deliver quality services to residents. Less competition from innovative service providers will ultimately mean a decrease in the quality of services provided to residents. • AB 1250 creates a series of new and burdensome reporting requirements prior to entering or renewing a contract, such as, performing a full cost-benefit analysis of the potential impacts of outsourcing, including the impact on local businesses, conducting a full environmental impact analysis caused by contracting for the services, and requiring an annual audit of each contract. • Apart from the inherent cost drivers associated with developing and maintaining a database of contractors, forcing a city to publically disclose every individual contracted (and subcontracted) employees name, work address, and their annual salary is a gross violation of privacy. This will invite litigation from those private citizens who do not wish to have their information made public. • The core issue that the sponsors have identified is that they want true transparency and accountability for local government contracting services. But how can a city provide true transparency to the public if we are forced to take into account every single cost driver of contracting for services while not being able to take into account any of the cost savings that a contract provides? Page 4 of 4 • This is not real transparency because the numbers are skewed and the public won't be given all of the facts. Under AB 1250, small and medium sized cities will be forced to meet a standard for contracting services that is unattainable and will invite litigation at every turn. • Having a local agency provide an additional orientation to non-city employees creates significant cost and logistical concerns. For instance, AB 1250 requires that the agency provide an orientation to contracted employees. Last year, AB 2835 (Cooper) which mandated that public employers must provide an orientation to their own employees was tagged at $350 million in ongoing costs by the California department of Finance. This is a costly mandate on cities. • Many contracts for services are with other local agencies; other contracts deliver specific expertise that can assist a community. Community Development Block Grant Trailer Bill Language (RN 17 13279) The League issued a targeted alert on May 2, 2017 regarding proposed trailer bill language sponsored by the Department of Housing and Community Development (HCD) that proposes major changes to the Community Development Block Grant (CDBG) program, including provisions that would significantly reduce funds available for local economic development. In part, the budget trailer bill seeks to cut CDGB economic development funds in half (from 30% to 15%) and eliminates it entirely if total funding falls below $25 million for non-entitlement cities (Pop. <50,000). Attached is correspondence from the League (Attachment #1) and the California Association for Local Economic Development (Attachment #2) regarding their opposition of this trailer bill language. Recommendation: Given the numerous impacts citied by the League and others, staff recommends Council consider a position in opposition to SB 649, AB 1250, and CDBG trailer bill language (RN 17 13279) and authorize the Mayor to draft and issue letters and other forms of correspondence in opposition on behalf of the City of Ukiah. Sample draft letters from the League are included as Attachment#3 (SB 649), #4 (AB 1250) and #5 (CDBG trailer bill). FISCAL IMPACT: Budgeted New Appropriation Budget Previous Contract Amount in Source of Funds Account Number Amendment or Purchase Order 16-17 FY (Title & No.) Required No. N/A N/A N/A Yes ❑ No ® N/A Attachment#1 � 1400 K Street, Suite 400 • Sacramento, California 95814 WU:huf Phone: 916.658.8200 Fax: 916.658.8240 tilffp61� tQ ( E.I N i:)N"fJ N . www.cacities.org „,,,,,:,,,\,,,,:i,,,- ,,., May 2, 2017 The Honorable Jim Cooper, Chair Assembly Budget Subcommittee#4 CA State Assembly State Capitol Building, Room 6025 Sacramento, CA 95814 VIA FAX: 916-319-2109 RE: CDBG Trailer Bill Language RN 17 13279 Notice of Opposition Dear Chairman Cooper: Late yesterday we received a copy of proposed trailer bill language sponsored by the Department of Housing and Community Development(HCD)that proposes major changes to the Community Development Block Grant(CDBG)program, including provisions that would significantly reduce funds available for local economic development. These federal CDBG funds are allocated by HCD to "non entitlement" cities (under 50,000 pop) and counties (under 200,000 pop). Many of these communities are in the state's rural areas that have been losing population and facing harder times than other regions of the state, and depend on these funds to attract and retain business in their communities, operate revolving loan programs to assist local businesses and other activities. What is particularly surprising is that HCD does not appear to have vetted a proposal of this magnitude (cut the longstanding share of CDGB economic development funds in half(from 30%to 15%) and eliminate it entirely if total funding falls below$25 million something highly likely given President Trump's recent proposals) with the affected small cities and counties which use these programs. Such a major proposed change should not be put through as a budget proposal,but rather, given the impacts on many small cities and counties, HCD should be expected to thoroughly vet this proposal with affected cities and counties and propose related changes through the usual policy process. For these reasons, the League regretfully opposes the language in the CDBG trailer bill. If you have any questions regarding the League's position on this bill,please do not hesitate to contact me at(916) 658- 8222. Sincerely, Dan Carrigg Deputy Executive Director, Legislative Director cc: Members, Assembly Budget Subcommittee#4 Members, Senate Budget Subcommittee#4 Attachment#2 c El°10 r ?A —20011 revel e C 111010 Calif rnia Associatio for veal E 1, conitlit ic Dev lopment kirMali,ChM CI( r V11104 t III auum lede C111,044 d Clap 4'17. Ild Post ClliMay 2,2017 nduo Eadda d EL) S141191tre "E111110,I1 CAnSerrirr kika 1 0,14y, Ik4414,,dra Ceddfar 1.,daradd The Honorable Jim Cooper CA State Assembly Dowdy LDC State Capitol Building, Room 6025 Sacramento, CA 95814 r*, 1 "re of Cummatay 411 ED VIA FAX: 916-319-2109 orolig 0 „ Re: Preserving Economic Development Resources for Underserved Communities '01110T9p, 1341171MalL0 OVAL-hard pup Dear Assembly Member Cooper: *all WC I am writing on behalf of the California Association for Local Economic Development (CALED)to ask that you preserve economic development funding for underserved Mho aey communities and persons and families of low or moderate income by opposing the krw ailuirlors unl'adped Disunw reduction of the economic development set aside for the State Community Development Block Grant(CDBG) program administered by the Department of ,?1,71pr_4141 Pelbtir 1,PC Housing and Community Development(HCD). We have communicated with HCD ;A-wand llama regarding their inability to get these funds out to the communities that need them and umpb odd Vadalikaf rage are surprised to see that instead of focusing on options to grow local economies and create economic opportunity for some of California's most vulnerable communities— D41 Pflaa radmaldo as these funds were intended for—this bill seeks to reduce HCDs requirements to do so because they cannot resolve their internal issues. Economic development funds through CDBG are an important resource to California's neediest communities. The program is not undersubscribed due to lack of lack of need, but rather because HCD has not been able to address their internal staffing,training, and resource issues so additional rules are being created annually by HCD staff, making it harder and harder for communities to apply for these funds. it 111 1111 HO rh Cow lit 00010, We understand HCD's desire to focus on efficiency given their temporary influx of staff for a three-year period to address program deficiencies is about to end, reducing r r r 471,mite441, drr..11 their staffing levels back to 10 or fewer people by July 1, 2017. Compounded with California's low expenditure rate, this is even more concerning as we advocate at the r11r11Jr,g0 1"r Arryfirdd114 ludydhau dC 4 Id federal level to save this funding source. Our concern is that reducing the economic n Ladidurddrka,bid w development allocation does not address some of the underlying issues impacting the success of the program that further hurt HCD's ability to efficiently and effectively eteaarrArao get CDBG funding to the communities that need them the most. Some of the dd d111,0 concerns we have heard from members include: ' ]cC& aiC011C kad laud * HCD's"functional alignment" has resulted in dilution of trained CDBG- knowledgeable staff and resulted in additional barriers and reduced communication between HCD staff;and efforts to streamline processes by L04 C170,11,WLL1i0P 11,61%01711a LIV.0 ALUM making CDBG"more like the HOME program"are detrimental to the CDBG program, which is very different in scope and intended flexibility than HOME; Office Raz, Deo,„ti Ii • HCD staff is not adequately trained and staff provides inconsistent and orror wy Rob oat, 174 Aar, W17/0i ISCrirtr0rovtrainings to grantees, and available 141,0 S conflicting i chtai nag not directionprqv provided et to awardeeadequates; resources for program guidance are not easily accessible, do not tie to staff Idol 4, C,tiu,ra dam, interpretations of regulations, and in some cases, are in conflict with required forms and contract language. Ildasedueod s maredr Cdardwi HCD has failed to ensure that Program Income distributed across the state is spent. This is a significant cause of California's low e •-nditure rate. 113,00,11 bed 11,444sod,0011AC&Ped7r1V10 Sp844111 ti 50 liet "ve,Suite G Sacramento,CA 95811 4,(910 8-8252 F: •(910448-3811 • .1ww,cated,org There are many ways that HCD can more efficiently run their program without taxing mucn needed economic development funds away from communities serving California's low to moderate income populations. Here are some suggestions we have already shared with HCD: • Focus on clean-up and streamlining of HCD State CDBG regulations so they are more aligned with Entitlement CDBG regulations. • Focus on staff training so consistent, correct information can be provided to awardees and practitioners. • Focus on aligned and correct program materials including Grant Management Manual,forms, contracts, and other materials that reflect regulations and law to reduce subjective and inconsistent interpretation of state and federal regulations through alignment of materials and training of staff, • Focus on spending or retrieving and re-issuing idle CDBG funds. With over 800 members, CALED is the premier membership association for economic developers and the voice of economic development in California. For the past 37 years, we have been dedicated to advancing our members' ability to achieve excellence in delivering economic development services to their communities and business clients. Our membership consists of public and private organizations and individuals involved in economic development:the business of creating and retaining jobs. The CDBG program has been and continues to be a significant source of economic development and community development support for some of California's most needy populations. Please oppose the reduction of the CDBG economic development set aside. It will not make the program more efficient and will create yet another barrier for communities to access these federal funds. Please reach out to me at ,Ilsalhota'al,calllud am or 916-448-8252 ext. 15 if you have any questions. Respe IIi i ...,........._ alkii "414 , Gurbax la‘•k 4 Presid nt&CEO cc:Assembly Member Travis Allen Assembly Member Anna Caballero Assembly Member David Chiu Assembly Member Steven S. Choi, PhD. Assembly Member Philip Y.Ting Assembly Member Jay Obemolte Attachment#3 ***CITY LETTERHEAD*** DATE The Honorable Ben Hueso California State Senate, District 40 State Capitol Building,Room 4035 Sacramento, CA 95814 VIA FAX: 916-651-4940 RE: SB 649 as Proposed to be Amended by RN 17 08941 (Hueso).Wireless and Small Cell Telecommunications Facilities. Notice of Opposition Dear Senator Hueso: The City/Town of respectfully opposes your SB 649 and proposed amendments in RN 17 08941 (proposal)related to the permitting of wireless and small cell telecommunications facilities. This proposal unnecessarily and unconstitutionally strips local authority over public property and shuts out public input and local discretion by eliminating consideration of the aesthetic and environmental impacts of"small cells." This proposal would prohibit local discretionary review of"small cell"wireless antennas , including equipment collocated on existing structures or located on new "poles, structures, or non-pole structures," including those within the public right-of-way and buildings. The proposal preempts adopted local land use plans by mandating that"small cells"be allowed in all zones as a use by-right, including all residential zones. As such, the proposal provides a de facto exemption to the California Environmental Quality Act(CEQA) for the installation of such facilities and precludes consideration by the public of the aesthetic,nuisance, and environmental impacts of these facilities, all of which are of particular importance when the proposed location of facilities is within a residential zone. SB 649's use of the Federal Communications Commission(FCC) definition of a "small cell" include other"small cell" equipment such as electric meters, concealments, telecom demarcation boxes, ground- based enclosures,battery backup power systems, grounding equipment,power transfer switches, cutoff switches, cables, or conduits. The proposal allows for an unlimited number of antennas of less than three cubic feet each or six cubic feet for all antennas,while placing no height restrictions on the pole. While proponents argue that an individual"small cell"has very little impact, the cumulative size specifications of all the small cells and associated equipment far exceed the perceived impacts from a single cell. The proposal also unconstitutionally preempts local authority by requiring local governments to make available sites they own for the installation of a"small cell."While the city may place"fair and reasonable terms and conditions"on the use of city property, the proposal does not provide the city with any discretion to deny a"small cell"to be located on city property except for fire department sites. In effect, this measure unconstitutionally gives control of public property to private telecommunications companies,while also precluding local governments from leasing or licensing publicly owned property. This bill strips local government of the authority to protect the quality of life of our residents, and to protect public property and the public right-of-way from relatively unconstrained access by small cells. PLEASE CITE SPECIFIC CONCERNS (Le. ENVIRONMENTAL, HEALTH, PUBLIC SAFETY, ISSUES WITH TELECOMMS) YOUR CITY HAS WITH THIS BILL HERE. Local governments typically encourage new technology into their boundaries because of its potential to dramatically improve the quality of life for their residents. However, SB 649 goes too far by requiring local governments to approve "small cells"in all land use zones,including residential zones, through a ministerial permit,thereby shutting the public out of decisions that could affect the aesthetics of their community and the quality of their environment. For these reasons, the City/Town of opposes your SB 649. Sincerely, NAME TITLE CITY/TOWN of cc: Your Senator&Assembly Member Nidia Bautista, Consultant, Senate Energy,Utilities and Commerce Committee Kerry Yoshida,Principal Consultant, Senate Republican Caucus Your League Regional Public Affairs Manager(via email) Meg Desmond, League of California Cities Attachment#4 ***CITY LETTERHEAD*** DATE The Honorable Lorena Gonzalez Fletcher Chair,Assembly Appropriations Committee California State Assembly State Capitol Building,Room 2114 Sacramento, CA 95814 VIA FAX: 916-319-2180 RE: AB 1250 (Jones-Sawyer). Counties and Cities: Contracts for Personal Services. Notice of Opposition (as amended 04/25/17) Dear Chair Gonzalez Fletcher: The City/Town of must respectfully oppose Assembly Bill(AB) 1250,which effectively eliminates almost all contracting services for cities and counties. Although our concerns range from fundamental local control discretion to increased and unnecessary reporting requirements, for purposes of the Assembly Appropriations committee our City/Town of will be focused on fiscal objections. As amended,AB 1250 still requires that the agency provide an orientation to contracted employees. Last year,AB 2835 (Cooper)which mandated that public employers must provide an orientation to their own employees was tagged at$350 million in ongoing costs by the California department of Finance. This year there have been various proposals that would apply prescriptive employer mandates for employee orientations—a guaranteed cost-driver for local governments. Having a local agency provide an additional orientation to non-city employees creates significant cost and logistical concerns. Further,AB 1250 would require a city to create a new,fully searchable database that must be posted on the city website which includes: • The names,job titles, salary of each contracted employee(and subcontractors). • The services of the contract, the name of the agency department or division of the city who manages the contract. • The amount paid to the contract including the total projected cost of the contract for all fiscal years and the funding source. • The total number of"full time equivalent"employees being contracted out. There is no direction in the measure on who must update this information or how often this information must be updated; this in itself will create significant costs in staff time and increased workload. Apart from the inherent cost drivers with this provision, our members have expressed privacy concerns about posting full names,job titles and salaries of non-city employees. This will set the scenario whereby a contracted or subcontracted(non-city) employee will have a strong avenue for a right to privacy lawsuit. The costs associated with this type of litigation will be significant. Additionally,this measure would require a city,before entering a contract or renewing a contract, to perform a full cost-benefit analysis which include the potential impacts of outsourcing, including the impact on local businesses if consumer spending power is reduced(among other factors). AB 1250 mandates a city conduct a full environmental impact analysis caused by contracting for the services. Further, the measure forces a city to conduct an annual audit of each contract and prohibits a city from renewing or granting a new contract before the report is released and considered by the council. Although language was taken to pass the cost to the potential contractor and/or the awarded contractor local agencies believe that companies will simply build in these additional costs into their contracts which yields the same result as if the City simply pays for the cost-benefit analysis. Moreover, it is unclear how a local agency could even assess the cost of the cost-benefit analysis to a prospective contractor. This would only create further confusions and create a chilling effect on prospective contractors from bidding for a service. The cost drivers noted above only compound existing constitutional limitations on cities to raise additional revenue. Thus, cities are in no position to have their flexibility further curtailed. The workload,privacy concerns, costs and litigation created by this measure places an overwhelming and significant burden on nearly every city department and would create a de facto ban on virtually all contracting services. For these reasons CITY/TOWN of Opposes Assembly Bill 1250. Sincerely, NAME TITLE CITY/TOWN of cc: Your Senator&Assembly Member Your League Regional Public Affairs Manager(via email) Luke Reidenbach, Consultant,Assembly Appropriations Committee Camille Wagner, Legislative Secretary, Office of Governor Edmund G. Brown Jr. Meg Desmond, League of California Cities, mdesmond(aDcacities.org Attachment#5 ***CITY LETTERHEAD*** DATE The Honorable Jim Cooper, Chair Assembly Budget Subcommittee#4 CA State Assembly State Capitol Building,Room 6025 Sacramento, CA 95814 VIA FAX: 916-319-2109 RE: CDBG Trailer Bill Language (RN 17 13279) Notice of Opposition Dear Chairman Cooper: The City/Town of is opposed to the proposed trailer bill language sponsored by the Department of Housing and Community Development(HCD)that proposes major changes to the CDBG program, including provisions that would significantly reduce funds available for local economic development. Specifically,this proposal seeks to cut longstanding shares of CDGB economic development funds in half(from 30%to 15%)and eliminates it entirely if total funding falls below$25 million These federal CDBG funds are allocated by HCD to "non entitlement" cities (under 50,000 pop)and counties (under 200,000 pop). Many of these communities are in the state's rural areas that have been losing population and facing harder times than other regions of the state, and depend on these funds to attract and retain business in their communities, operate revolving loan programs to assist local businesses and other activities. We are particularly concerned that HCD does not appear to have vetted a proposal of this magnitude with the affected small cities and counties that use these programs. [If you have specific examples of the impact of this bill on your city/town,please include here.] Such a major proposed change should not be put through as a budget proposal,rather--given the impacts on many small cities and counties—HCD should be expected to vet this proposal with affected cities and counties and propose related changes through the usual policy process. For these reasons, the City/Town of Opposes this Trailer Bill Proposal. Sincerely, NAME TITLE CITY/TOWN of cc: Members,Assembly Budget Subcommittee#4 Members, Senate Budget Subcommittee#4 Your Senator& Assembly Member Your League Regional Public Affairs Manager (via email) Meg Desmond, League of California Cities, mdesmond@a,cacities.org ITEM NO.: 3a MEETING DATE: May 3, 2017 k N AGENDA SUMMARY REPORT City of Ukiah SUBJECT: PRESENTATION OF EMPLOYEE RECOGNITION AWARDS Summary: Council to receive a presentation of the City of Ukiah Exceptional Employee Awards for the first quarter of 2017. Background and Discussion: The City of Ukiah prioritizes the retention and attraction of outstanding employees and recognizes their role in our goal of providing exceptional customer service. The Exceptional Employees Program, through a nomination process, recognizes and awards those employees or teams of employees who have truly gone above and beyond. Once each quarter, nominations are considered from the categories of field crews, public safety, and administration. The recipients are as follows: Maya Simerson, Project and Grant Administrator: Maya was nominated by her peers for her unwavering professionalism, dedication, and compassion. Although Maya works part-time, she consistently finds ways to assist others. For instance, her commitment to excellence in service, attention to detail, and remarkable organization skills were essential ingredients in the success of the "Ukiah on Ice" project. You can always find Maya lending a helping hand at City events, such as Sunday's in the Park and PumpkinFest. Max Brazil!, Police Officer: Max has been nominated by his peers on several occasions for consistently demonstrating the Police Department's core values of Safety, Professionalism, and Community Services, and the core values of the City. Recently, Max assisted an elderly gentleman during the severe weather conditions and flooding that occurred in January. While driving around the city and monitoring traffic conditions and water levels, he observed this man trying to control rising water in the front of his home. Max quickly jumped into action and dug a trench alongside the house diverting the water and preventing significant damage to the residence. This is just one instance, of many, that demonstrates Max's true commitment to excellence in service. FISCAL IMPACT: Budgeted New Appropriation Budget Previous Contract Amount in Source of Funds Account Number Amendment or Purchase Order 16-17 FY (Title& No.) Required No. N/A N/A N/A Yes ❑ No ® N/A RECOMMENDED ACTIONS: Receive a presentation of the Em to ee Recognition Awards ALTERNATIVES: N/A Citizens advised: N/A Requested by: Sage Sangiacomo, City Manager Contact/Prepared by: Sheri Mannion, Human Resources/Risk Management Director Coordinated with: N/A Presenters: Sage Sangiacomo, City Manager and Chris Dewey, Police Chief. Attachment: None COUNCIL ACTION DATE: : ❑Approved ❑ Continued to 0 Other RECORDS APPROVED: ❑Agreement: ❑ Resolution: ❑ Ordinance: Note:Please write Agreement?'o.in upper right corner of agreement when drafted Approved: Sa an•;':como, City Manager ITEM NO.: 3b • , MEETING DATE: May 3, 2017 City of Ukiah AGENDA SUMMARY REPORT SUBJECT: PRESENTATION AND POSSIBLE DISCUSSION ON THE DRAFT COUNTY BROADBAND GOALS AND STRATEGIES Summary: The County Broadband Working Group will give a presentation on the foundational goals for a county-wide Broadband Plan. Background and Discussion: The Broadband Alliance is a grassroots group that was formed in 2007 by residents frustrated by lack of broadband options and its impact on economic development in the county. The North Bay-North Coast Broadband Consortium is a 4-county collaboration for regional broadband planning. The Broadband Working Group was initiated in 2016 specifically to draft foundational goals for a county-wide Broadband Plan, and next a conceptual infrastructure design as a foundation for a larger broadband plan in 2018, getting widespread input in the process. The working group is composed of nine members representing public safety, education, city government, business, non-profits, internet providers and consumers, and Mendocino County's Information Technology Department. The broadband plan previously developed for the County was drafted by the Alliance in 2012, and relied upon an infrastructure project called "Golden Bear Broadband" as a foundation for the deployment of broadband to many communities in need. Unfortunately, that project was not funded by the California Public Utilities Commission (CPUC), and there is currently no comprehensive plan for Mendocino County on how to meet current and future broadband needs. The County Broadband Working Group has drafted a document that identifies five large broadband goals for the county (Attachment#1), and various strategies to reach each goal. These goals will be presented to the County Board of Supervisors in June or July, at which time their endorsement/approval will be requested. Per the working group, these goals are in alignment with portions of the county legislative platform (Attachment #2), which address broadband, and the approved goals will be important foundational work for future development of a county broadband plan. Before the presentation to the Board of Supervisors, the Working Group hopes to demonstrate widespread support for these goals from various agencies and city government. If Council would like to endorse the goals and strategies, direction to staff regarding additions/edits of the goals and strategies can be expressed, and a Consent Calendar item with an endorsement form (Attachment #3) can be brought back for final review. Continued on Pane 2 RECOMMENDED ACTIONS Receive presentation and engage in discussion if Council so chooses. ALTERNATIVES: Remand to staff with alternate direction. Citizens advised: N/A Requested by: Vice Mayor Doble and Trish Steel, Broadband Working Group. Prepared by/Contact: Kristine Lawler, City Clerk Coordinated with: Vice Mayor Doble and Trish Steel, Broadband Working Group. Presenters: Vice Mayor Doble and Trish Steel, Broadband Working Group. Attachments: 1. Goals document 2. Legislative Platform document 3. Endorsement tem';elate COUNCIL ACTION DATE: : 0 Approved ❑ Continued to ❑ Other RECORDS APPROVED: ❑ Agreement: ❑ Resolution: ❑ Ordinance: Note:Piens tivrite Agreement Noin upper right corner of agreement Ithen th Rafted.. Approved: .e S 'igl como, City Manager Page 2 of 2 All information is posted on the Alliance website - www.MendocinoBroadband.org/projects/goals- strategies. Best practice before city staff devotes time, preparation, and research of an item, is for the Council to first consider its interest in the topic. The purpose of this item is to inform Council through the presentation on the topic, and allow Councilmembers an opportunity to discuss their interest and/or express their views in this item. If there is majority interest, city staff will work to prepare a Consent Calendar item for Council consideration. FISCAL IMPACT: Budgeted New Appropriation Budget Previous Amount in Source of Funds Account Number Amendment Contract or 16-17 FY (Title& No.) Required Purchase Order No. N/A N/A N/A Yes ❑ No ❑ N/A Attachment#1 Broadband GOALS and STRATEGIES for Mendocino County GOAL #1 : Essential telecommunication services for all Residents, Businesses, Anchor Institutions, and Local Government Agencies (especially Public Safety and Emergency Services) are reliable and redundant/diverse. Strategies: 1. Engage telecom providers in direct dialog to address telecom reliability and diversity/redundancy issues. 2. Engage with the California Public Utilities Commission (CPUC) in proceedings on relevant telecommunication issues. 3. Request Incumbent Providers to share critical information with high-level county public safety officials on points of vulnerability in county networks, such as communities where facilities are non-redundant/diverse. 4. Document any major telecommunication outages, and use such documentation to engage providers, CPUC and policy-makers at the local, state, and national level for corrective action. 5. Work with willing providers, the CPUC, and other entities to develop method to document and correct on-going individual landline outages which lead to loss of 911 services for residents. GOAL #2: All county residents have affordable high-speed broadband access in their homes. "Affordable high-speed broadband" is defined as meeting the current speed standards as set by the California Public Utilities Commission; usage is not restricted by data caps; and at a cost of no more than 2% of average monthly income." Strategies: 1. Work with all willing providers to identify barriers and solutions to deployment. 2. Work with all willing providers to expand broadband and mobile networks. 3. Support and work with all willing communities to organize and develop last- mile connectivity plans. V6 Broadband Goals&Strategies-March 2017 1 4. Leverage any opportunities to provide home access for K-12 students (as promoted by the Mendocino County Office of Education to unlock 24/7 educational opportunities), and for college students to enable online educational opportunities. 5. Assess ground truth broadband availability for the number of unserved and underserved households in the county. 6. Share federal and state grant information for deployment opportunities with providers and organizations. Encourage and support appropriate pilot projects and applications. 7. Advocate locally, regionally, and nationally for appropriate policies and programs for expanded last mile broadband deployment. 8. Increase the number of public-access computers and wi-fi hotspots in county libraries and other public spaces throughout the county. 9. Reduce economic barriers for access through support for low-income access programs. 10. Increase broadband adoption through promotion of digital literacy programs in schools, libraries, and non-profits. GOAL #3: Competitively-priced high-speed broadband infrastructure throughout the county is developed to attract, retain, and develop Internet- reliant businesses. Strategies: 1. Cities and county research and consider alternative models for broadband investment and infrastructure development, such as Public-Private- Partnership models (using resources such as Next Century Cities, Coalition for Local Internet Choice and Institute for Local Self-Reliance). 2. Collaborate with the other North Bay North Coast Broadband Consortium (NBNCBC) counties and our elected representatives to find resources to launch the implementation of the Route 101 Middle-Mile Infrastructure project. 3. Break down broadband funding silos by cooperative relationships and enhanced communications between Anchor Institutions (schools, colleges, libraries, and Health Care Facilities), communities, local governments, public safety, and providers. 4. Coordinate planning efforts for broadband deployment involving programs such as The California Advanced Service Fund (CASF), the Connect America Fund (CAF), The Corporation for Education Network Initiatives in California (CENIC), FirstNet, E-rate, and California Tele-Health Network (CTN) and other grant programs for the development of infrastructure. V6 Broadband Goals&Strategies-March 2017 2 5. Support appropriate state and federal legislation for funding of broadband programs and projects. Oppose detrimental state "pre-emption" legislation that takes away local control. 6. Encourage high-speed work centers until this necessary infrastructure is fully developed for economic development. GOAL #4: County and Cities takes leadership in broadband issues--- adopts policies to facilitate broadband deployment, and finds ways to leverage existing assets. Strategies: 1. County identifies and considers adopting policies that facilitate broadband deployment, such as appropriate streamlined project permitting, a county "dig-once" policy, or master lease agreements that allow the installation of broadband infrastructure on utility poles and light standards. 2. County uses its leadership position to elevate the broadband conversation at local level (city government, Municipal Advisory Councils, Service Districts, Board of Supervisors, North Bay-North Coast Broadband Consortium), state level (California State Association of Counties, Rural County Representatives of California, California Public Utilities Commission), and national level (Federal Communications Commission). 3. County and Cities advocate for open-access broadband infrastructure whenever feasible. 3. County and city governments improve how goods and services are delivered by aspiring to offer all government services as web-based. 4. County encourages other groups (Economic Development and Financing Corporation, Non-Profits, Chambers of Commerce, Farm Bureau, etc) to elevate the broadband conversation and highlight broadband challenges and successes in their outreach. 5. County encourages all departments to include broadband access as a priority, in replication of the national effort of the Broadband Opportunity Council, where federal agencies were directed to incorporate broadband into their missions since broadband is now essential infrastructure. Departments identify ways in which they can facilitate deployment of broadband, reduce barriers, or possibly even make funding available for broadband. 6. An inventory of existing county assets which could be leveraged for broadband deployment inventory (such as buildings and Rights of Way) is maintained within respective departments, and cross-communication facilitated between broadband stakeholders. V6 Broadband Goals&Strategies-March 2017 3 7. County website includes broadband resources and information, and/or links to other websites GOAL #5: Mendocino County develops a county-wide comprehensive Broadband Plan by 2019. Strategies: 1. A County Broadband Plan is developed from the most current Broadband Goals and Strategies endorsed by the Board of Supervisors. 2. Cities are encouraged to develop and adopt their own broadband plan, tailored to their own needs and jurisdiction, for incorporation into the larger county broadband plan. Cities are encouraged to develop cost-savings analysis for services from an alternative network (see Goal #3, Strategy 1) for incorporation into their plan. 3. The county plan should address how to best get all residents and all businesses online, so that the network can be used to drive economic growth and social progress. 4. The plan should be adaptable and reviewed regularly to consider changing needs, broadband metrics and consumer usages. 5. The County Plan should be a model plan for other counties to adopt. V6 Broadband Goals&Strategies-March 2017 4 Attachment#2 Text from the 2017 County Legislative Platform that addresses Broadband: Economic and Community Development: Collaborate with the Broadband Alliance of Mendocino County (BAMC) and the North Bay North Coast Broadband Consortium (NBNCBC) to facilitate the deployment of a robust countywide fiber backbone infrastructure that will enhance economic development and stimulate affordable broadband access to all homes, businesses, schools, libraries, public safety facilities, health services and other institutions throughout Mendocino County. Continue to work with other northern California counties to identify and meet regional needs using a comprehensive, integrated approach to expand broadband infrastructure into our communities. Public Safety Support legislative and administrative efforts to address broadband outages impacting our Enhanced 911 (E 9-1-1) services to ensure redundancy and reliable service. Livability Advocate for expansion of rural broadband and important issues including: universal right to service which includes maintaining landline connections to those areas without adequate fixed wireless or mobile cellular coverage, adequate funding from state and federal programs such as the California Advanced Services Fund (CASF) and Connect America Fund (CAF) for the deployment of broadband infrastructure projects, and requiring accurate reporting of data used in Broadband mapping. Advocate for funding to address and support: - Bridging the digital divide. 1 of 1 Attachment#3 Endorsement of Mendocino County's Broadband GOALS and STRATEGIES 11 .IRGA11.1zATh'a l ,J 11.AMIE II 11E II II;;! endorses these Broadband Goals and i :Strategies for Mendocino County. Support statement (optional): 1,,,,, 1 free to add any comments you may have, i iNs can unclu e why broadband us uirnportant for your oirganu ,atuon, the ;challenges you face w thout out at, etc, Cr you can comment on the Goals :Stirat gu s document uts lf. 11U IR 11.AM II °:a II ,,, "l 1"11 II;;! ItAilT111111. ,,, 11,111 11.11 G 1r,1 ,,, "i GOAL #1 : Essential telecommunication services for all residents, businesses, Anchor Institutions, and local government agencies (especially Public Safety and Emergency Services) are reliable and redundant/diverse. GOAL #2: All County residents have affordable high-speed broadband access in their homes. GOAL #3: Competitively-priced high-speed broadband infrastructure throughout the county is developed to attract, retain, and develop Internet-reliant businesses. GOAL #4: County and Cities takes leadership in broadband issues--- adopts policies to facilitate broadband deployment, and finds ways to leverage existing assets. GOAL #5: Mendocino County develops a county-wide comprehensive Broadband Plan by 2019. Broadband Endorsement 2017 1 of 1 ~ ITEM NO.: 3c MEETING DATE: May 3, 2017 City of'Ukiah AGENDA SUMMARY REPORT SUBJECT: STATUS REPORT, DISCUSSION AND POSSIBLE ACTION REGARDING THE UKIAH VALLEY SANITATION DISTRICT'S LITIGATION AGAINST THE CITY OF UKIAH RELATED TO THE OPERATION OF THE SANITARY SEWER SYSTEM Summary: Staff will provide the latest status report on the Ukiah Valley Sanitation District's Litigation against the City of Ukiah related to the operation of the sanitary sewer system. The City of Ukiah continues to request that the District consider a change in process outside of litigation to resolve the dispute and restore a working relationship, recognizing there is simply too much at stake for the ratepayers, system operations, and the community. Background (Chronologic History of Recent Correspondence and Activity): In September 2013, the Ukiah Valley Sanitation District (UVSD) filed a claim for damages with the City, and one month later filed its lawsuit. In its lawsuit, the District seeks damages for alleged breaches of the various agreements between the City and the District related to the operation of the sanitary sewer system, starting with the original 1955 agreement. The lawsuit will have significant adverse financial impacts to both agencies, as well as the ratepayers and the community, and the City is seeking an alternative to litigation to resolve this dispute. Attached is the letter that was sent on September 14, 2016, by the City Council to the District Board, formally requesting that the District drop the lawsuit with terms that would allow the District to refile if agreement cannot be reached (UVSD Litigation Update Box File #1), as well as an informational piece that details the background/impacts (UVSD Litigation Update Box File #2). On September 21, 2016, the City Council received a presentation (UVSD Litigation Update Box File #3) from staff that explained the relationship between the two agencies and provided responses to some of the most frequently asked questions about this matter to better inform the public about the consequences of the litigation. This information along with a video link to the September 21st presentation/discussion are accessible at :// .citypfuldah.com/projects/uvsd-vs-cou/. The UVSD submitted a letter dated September 20, 2016, (UVSD Litigation Update Box File #4) which inaccurately asserts that the City's request is for the District to drop the lawsuit until after the recycled Continued on Page 2 RECOMMENDED ACTION(S): Receive status report. If desired, discuss and provide direction to Staff and/or consider any action(s) related to the matter. ALTERNATIVES: N/A Citizens advised: N/A Requested by: City Council (Councilmembers Crane and Doble) Prepared by: Sage Sangiacomo, City Manager and Sean White, Director of Water and Sewer. Coordinated with: David Rapport, City Attorney and Tim Eriksen, Director of Public Works. Presenter: Sage Sangiacomo, City Manager Attachments: UVSD Litigation Update Box Files located at: htt 9s.//ci ;ofuki h.box.c /v/ liti0.tion_,, * ate �___ COUNCIL ACTION DATE: : U Approved ❑ Continued to O Other RECORDS APPROVED: O Agreement: ❑ Resolution: U Ordinance: Note;Please write Agreement No.in upper right corner of agreement when drafted. Approved: —. Sag San c•d I't ' -ger Page 2 of 5 water project funding is received. In fact, the City's request is for the District to dismiss its lawsuit and that the City and District devote their time, money and resources to solving the costly issues confronting the sewer system and improving their working relationship. The City's goal is to eliminate the lawsuit altogether. The City has offered to include terms that would allow the District to refile the lawsuit if the parties fail to reach agreement, but the City never suggested that the District would simply refile the lawsuit once State funding was obtained.Also, the City never suggested that dismissing the lawsuit is all that would be necessary to obtain State funding. In addition to dismissal of the lawsuit, there would have to be an agreement between the City and the District regarding the recycled water project that would satisfy the State Water Resources Control Board. At the conclusion of the September 21st discussion, the Council directed the City Manager to contact the UVSD District Manager to explore possible alternatives. The City Manager attempted to contact the District Manager by email, but due to a reported medical leave, Mr. McMichael was not available to provide a timely/detailed response. On October 5th, the City Attorney received an email correspondence from Duncan James (Attorney representing the District) responding to the City Manager's email to Mr. McMichael. Mr. James indicated in the email that the District had accepted the City's request to meet and formed a committee consisting of Frank McMichael, District Manager; Jim Ronco, Board Chair; Bob Page, Board Member; and legal counsel. The City Manager issued a supplemental memo to the City Council for the October 5th City Council meeting regarding this email exchange and included a recommendation to Council for the formation of a City Council ad hoc committee to meet with the District (UVSD Litigation Update Box File #5). At the City Council meeting, Mr. Doug Losak with the Law Offices of Duncan James delivered and read aloud a letter containing some additional allegations, but in the end, agreed to meet with the City. The City Council formed an ad hoc committee consisting of Councilmembers Crane and Doble. The City immediately made efforts to schedule the first meeting between the District's committee and the City's ad hoc. At the October 19, 2016, meeting, the City Council discussed the latest correspondence from the District including the District's request to hold the ad hoc meetings in private and require the City to consent to a confidentiality agreement. The City Manager provided the Council with the correspondence to date from the District regarding the confidentiality condition (UVSD Litigation Update Box File #6) for consideration. At the time of the meeting, the District had not provided a draft of the proposed confidentiality agreement. By consensus, the City Council continued to object to private meetings that do not provide the public with the opportunity to be informed. However, the City Council did direct the ad hoc to meet with the District's ad hoc to discuss the process for such meetings and report back to the City Council at its regular meeting on November 2, 2016. Prior to the ad hoc meeting, the City Attorney received a letter from Duncan James' Office regarding the District's request for a confidentiality agreement for the ad hoc meetings along with a draft of the agreement (UVSD Litigation Update Box File #7). The City Attorney issued a response (UVSD Litigation Update Box File #8) indicating that such agreement would need to be discussed at the first joint ad hoc meeting and ultimately considered by the City Council. In addition, the City Council received correspondence from the District Manager related to the recycled water project dated October 21st (UVSD Litigation Update Box File #9). Most of the questions referenced in the letter had already been either answered or provided to the District. Nonetheless, City staff welcomed the dialogue and discussion in a sincere effort to move this critical project forward. Staff provided a response to the District Manager on October 27, 2016 (UVSD Litigation Update Box File#10). On October 28, 2016, the City's ad hoc met with the District's ad hoc. At the meeting, the District presented the City with a take-it-or-leave-it condition imposing confidentiality on the ad hoc discussions. On November 2nd and 4th, the City Council considered the District's confidentiality condition on the ad hoc discussions and approved a letter (UVSD Litigation Update Box File #11) that confirmed agreement to the condition if the District Board would agree to either stay further proceedings in the lawsuit or dismiss the lawsuit without prejudice. The City's proposal, if accepted, would halt the costly litigation fees currently Page 3 of 5 being incurred by both agencies, but would not preclude the District from terminating the stay or refiling the lawsuit if the District wasn't satisfied with the discussions/negotiations. The District issued a response to the City's proposal on November 8, 2016 (UVSD Litigation Update Box File #12) that continues to impose a confidentiality condition on the joint ad hoc meetings. The District further stated "the lawsuit needs to otherwise remain in motion"except to provide a limitation on any discovery requests for a period of 4 weeks. It's important to note that the District's legal team has predominately utilized the Public Information Act (PRA) rather than formal discovery to obtain information. Because the City of Ukiah is a public agency, the District's attorneys have used the PRA process to obtain information,which does not require the District to justify its requests by showing how they are relevant to the issues in the case. In a typical lawsuit, the discovery process is used to obtain documents and is overseen and controlled by the court to prevent burdensome or oppressive requests. The City continues to expense a tremendous amount of staff resources responding to the District's PRA requests for information dating back to 1955. To date, the District has submitted over 41 requests (with multiple parts) under the PRA process. The City has diligently been responding to the requests for the past 12 months. Suspension of the formal discovery process will not prevent the continued practice by the District nor will it limit the escalating litigation expenses during this proposed period. With regard to the recycled water project, the City received additional correspondence from the District Manager indicating the need for more information (UVSD Litigation Update Box File #13). However, the correspondence did not identify any specific questions or information that had not otherwise been provided. The City Manager issued a response on November 15th (UVSD Litigation Update Box File #14) and included a BOX link to all relevant information on the recycled water project (https://cityofukiah.box.com/v/uvsdpoinsofinerest). Most, if not all, of the information and/or documents have already been provided to the District. Furthermore, the City Manager requested a determination from the District regarding its position on the project and offered to provide any other information and/or presentations that would be necessary for a determination. On November 16th, the City Council instructed the City Attorney to contact the lawyers for the Ukiah Valley Sanitation District to work out the details for mediating the outstanding disputes including selecting a mediator. Furthermore, and as a first step in the mediation, the City Council requested the District to provide a detailed written response and any counter proposals to the City's written proposal that was submitted to the District in March 2014, during the original mediation between the City and the District. On November 17th, the City Attorney sent correspondence to the UVSD's lawyer to initiate mediation as directed (UVSD Litigation Update Box File #15). As of the publication of the report for the December 7th City Council meeting, the District had not responded. Additional correspondence between the City and District had also been exchanged related to the recycled water project (UVSD Litigation Update Box File #16 & #17). Despite continued attempts to engage and provide the District with information, the District had yet to conclude that the recycled water project is the superior alternative of disposing treated wastewater. In an effort to bring this item to a conclusion, the City Manager proposed in a December 1st correspondence to the District Manager a joint meeting between the City Council and the District Board to discuss and resolve any remaining questions/issues related to the project. As of the publication of the report for the December 7th City Council meeting, the District had not responded. Related to the Fiscal Year 16/17 Budget, the District has not yet identified the District's timeline for their previously identified budget review process that reportedly extends through various staff, committee and District Board stages before a final joint meeting with the City can be scheduled. The previously approved continuing resolution for the budget was scheduled to expire on December 31, 2016. The City had made inquiries as to the District's progress and anticipated review timeline (UVSD Litigation Update Box File #18). Staff recognized some level of District review was underway given recent engagement (since November 11th) on the budget, but the District Manager had not provided a timeline for completion of their review and/or indicated readiness for a joint budget meeting. As of the publication of the report for the December 7th City Council meeting, the District had not responded. Page 4 of 5 At the December 7th City Council meeting, the Council adopted a resolution to secure funding for the construction of the recycled water system using water revenues as an alternate to the City's wastewater revenues. While this was a less desirable option for securing project funding, it was considered a better alternative to losing the project funds altogether. The Ukiah Valley Sanitation District's lawsuit remains the only impediment to securing project funding with the wastewater revenues, given the City must be able to demonstrate to the State an unconstrained revenue source to guarantee repayment of the loan funds. City staff reported that they were vetting the details of the water revenue alternative with the State Water Resources Control Board. The UVSD continued to be unresponsive to the City Manager's proposal for a joint meeting between the City Council and the District Board to discuss and resolve any remaining questions/issues related to the recycled water project. Related to the Fiscal Year 16/17 Budget, the City Council and the District Board approved a continuing budget resolution at their respective meetings on December 7th and December 27th. The City's continuing resolution was set to expire on January 18, 2017, unless otherwise extended. The City requested a joint meeting with the District Board prior to the expiration of the resolution. While the District had taken action to extend the continuing resolution beyond December 31, 2016, it had yet to identify a timeline for the completion of its budget review or response to the City's request for a joint meeting. At the January 4, 2017, City Council meeting, the City Manager and staff reported that terms for mediation continue to be discussed and the District had not responded to the City's requests for a joint meeting on the Fiscal Year 16/17 budget or the recycled water project. It was further reported that the City received a notice from the District Chair related to communication in the absence of the District Manager due to an extended medical leave (UVSD Litigation Update Box File #19). At the January 18, 2017, City Council meeting, the City Manager and staff reported that terms for mediation continue to be discussed and the District had not responded to the City's continued requests for a joint meeting on the Fiscal Year 16/17 budget or the recycled water project. Development of the City's wastewater operating budget is a joint process between the City and the Ukiah Valley Sanitation District (UVSD). The process had been delayed significantly despite efforts by the City to move it forward expeditiously. In the interim, the City had been operating its wastewater enterprise on a continuing resolution, carrying forward the adopted appropriations from Fiscal Year 2015-16. At its meeting of December 7, 2016, the City Council determined that continuing to do so impeded its ability to effectively, efficiently, and responsibly provide wastewater services to the citizens of Ukiah and the UVSD and voted to move the budget process forward with its consideration and potential adoption at its regularly scheduled meeting on January 18, 2017. The City notified UVSD of its intentions and again called on it to schedule a meeting with the City Council to complete the budget review process. As of the January 18th City Council meeting, the UVSD continued to be unresponsive to the requests to meet. As such, the City Council unilaterally considered and approved the FY 16-17 Wastewater Budget (UVSD Litigation Update Box File #20). At the February 1, 2017, City Council meeting, the City Manager and staff reported that terms for mediation continue to be discussed with a location and mediator agreed to, but a date not finalized. Furthermore, the District had not responded to the City's continued requests for a joint meeting on the Fiscal Year 16/17 budget or the recycled water project. At the February 15, 2017, City Council meeting, the City Attorney reported that a date (May 11th) had been finalized for the first session of mediation. In addition, the City had accepted the District's conditions that the mediation be subject to a confidentiality agreement in addition to the Evidence Code mediation privilege and to conduct the mediation in Santa Rosa using a mediator from the Judicial Arbitration and Mediation Service (JAMS). The City Manager also reported the District had not responded to the City's continued requests for a joint meeting on the Fiscal Year 16/17 budget or the recycled water project. Page 5 of 5 At the March 1, 2017, City Council Meeting, the City Manager reported that the District remains nonresponsive to the requests for a joint meeting on the Fiscal Year 16/17 budget and recycled water project. At the March 15, 2017, City Council Meeting, the City Manager reported the District continues to remain nonresponsive to the City's requests for a joint meeting on the Fiscal Year 16/17 budget and recycled water project. The City Manager also reported that District Manager McMichael had responded to the City's request for a staff meeting to prepare the bid package to rebid the installation of the barscreen at the Wastewater Treatment Plant as previously directed by the City Council and District Board. The barscreen meeting took place on the morning of March 15tH At the April 5, 2017, City Council Meeting, the City Manager reported that the District continues to remain nonresponsive to the City's requests for a joint meeting on the Fiscal Year 16/17 budget and recycled water project. At the District's March 16, 2017 Board meeting, the City Manager reiterated the City's request for the joint meeting during public comment on non-agenda items. In addition, the City continues to be available and responsive to budget and billing inquiries from Mr. Dickerson and public information requests from the District's legal counsel, although none have been received in the past two weeks. At the April 19, 2017, City Council Meeting, the City Manager reported that the District continues to remain nonresponsive to the City's requests for a joint meeting on the Fiscal Year 16/17 budget and recycled water project. In addition, the City has provided the District with a timeline for the City's proposed FY 17-18 Budget process and has sought input on how/when the District would prefer to coordinate the development and joint review of next year's FY 17-18 wastewater budget (UVSD Litigation Update Box File #21). Discussion: The impacts of the District's litigation continues to negatively impact the ratepayers, system operations, and the community. At the May 3rd City Council meeting, Staff will provide the latest status report on the Ukiah Valley Sanitation District's Litigation against the City of Ukiah related to the operation of the sanitary sewer system including the most recent correspondence from/to the District (if any). As of the date of publication of this report, the UVSD continues to be nonresponsive to the City's continued requests for a joint meeting on the FY 16-17 Budget and recycled water project. In addition, the District has been nonresponsive to the City's request to engage in the development and joint review of the FY 17- 18 wastewater budget. Furthermore, the District is now unwilling to provide details related to the maintenance of customer billing accounts as demonstrated by the District's refusal to share refund calculations and methodology related to a sizable refund reportedly authorized by the District at their January 19, 2017, board meeting. The Council may elect to discuss the matter further and, if desired, provide direction to Staff and/or consider any related action(s). As part of this agenda item, the Council does not intend to consult with legal counsel regarding the litigation itself and does not intend to waive evidentiary privileges for attorney-client communication or attorney work product. Agenda Item 5a CITY OF UKIAH CITY COUNCIL MINUTES Regular Meeting CIVIC CENTER COUNCIL CHAMBERS 300 Seminary Avenue Ukiah, CA 95482 April 19, 2017 6:00 p.m. 1. ROLL CALL Ukiah City Council met at a Regular Meeting on April 19, 2017, having been legally noticed on April 14, 2017. Mayor Brown called the meeting to order at 6:05 p.m. Roll was taken with the following Councilmembers Present: Stephen G. Scalmanini, Douglas F. Crane, Maureen Mulheren, Kevin Doble, and Jim O. Brown. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney; and Kristine Lawler, City Clerk. MAYOR BROWN PRESIDING. 2. PLEDGE OF ALLEGIANCE Councilmember Mulheren led the Pledge of Allegiance. 3. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS a. Proclamation of the Ukiah City Council in Recognition of National Volunteer Week in the City of Ukiah — Community Services. Presenters: Mayor Brown, Tami Bartolomei, Community Services Administrator and Julie Webb, Recreation Supervisor. Receiving Proclamation: Rebecca Enberg, North Coast Opportunities Volunteer Network Program Director. b. Proclamation of the Ukiah City Council in Recognition of Arbor Day — Community Services. Presenters: Mayor Brown and Tami Bartolomei, Community Services Administrator. Receiving Proclamation: Pinky Kushner, Tree Advisory Group. c. Introduction of New Employee—Andrew Stricklin —Public Works. Presenter: Tim Eriksen, Public Works Director. Staff Comment: Andrew Stricklin, Engineering Analyst. d. Proclamation of the Ukiah City Council Recognizing April 28, 2017, as Worker's Memorial Day—Administration. Presenter: Councilmember Scalmanini. Receiving Proclamation: Terry Poplawski, Mendocino County Coalition of Union Members Organizer. City Council Minutes for pril '1 , 2017, Continued: e. Status Report, Discussion and Possible Action Regarding the Ukiah Valley Sanitation District's Litigation Against the City of Ukiah Related to the Operation of the Sanitary Sewer System —Administration. Presenters: Sage Sangiacomo, City Manager and Dan Buffalo, Finance District. Public Comment: Don Crawford, Pinky Kushner, and Dale (surname inaudible). Report was received. f. Presentation of Certificates of Recognition to Lions Team and the Jr. Cubs Team Cheerleaders —Administration. Presenter: Councilmember Mulheren. Certificates were presented. RECESS: 6:44 - 6:51 P.M. 4. PETITIONS AND COMMUNICATIONS 5. APPROVAL OF MINUTES a. Minutes of April 5, 2017, a Regular Meeting — City Clerk. Motion/Second: Crane/Doble to approve Minutes of April 5, 2017, a Regular Meeting as submitted. Motion carried by the following roll call votes: AYES: Crane, Scalmanini, Mulheren, Doble, and Brown. NOES: None. ABSENT: None. ABSTAIN: None. 6. RIGHT TO APPEAL DECISION 7. CONSENT CALENDAR a. Report of Disbursements for the Month of March 2017 - Finance. b. Adoption of an Ordinance Adding a New Article 22 to Chapter 1 in Division 9 of the Ukiah City Code, Entitled "Modifications to Final or Parcel Map" Relating to Subdivisions — Planning and Community Development. ORDINANCE NO. 1177 ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH ADDING A NEW ARTICLE 22 TO CHAPTER 1 IN DIVISION 9 OF THE UKIAH CITY CODE, ENTITLED "MODIFICATIONS TO FINAL OR PARCEL MAP." c. Authorize the City Manager to Execute an Agreement (COU No. 1617-193) with PCMG, Inc. for a Three-Year Microsoft Enterprise Renewal Agreement in the Amount of $69,802.23 per Year, Plus Annual True-up of Installed Licensed Products — Information Technology. d. Notification to City Council of the Purchase (PO No. 44721) of a New 2017 Toyota Prius Two, per Specification #E35342 to Folsom Lake Toyota in Folsom, California for the Public Works Department in the Total Amount of $23,992.53 Including Tax and Delivery Charges — Public Works. e. Notification to City Council for the Purchase (PO No. 44720) of a New 2017 Toyota Tacoma, per Specification #E35341, to Thurston Auto Plaza of Ukiah for the Public Works Department in the Total Amount of$27,500.00 Including Tax and Delivery Charges —Public Works. Page 2 of 4 City Council Minutes for pril '1 , 2017, Continued: f. Award Purchase (PO No. 44729) of One New 2017 Ford F-250-XL Super Cab with Standard Bed, per Specification #E35763, to Redwood Ford of Ukiah for the Wastewater Treatment Plant in the Total Amount of$30,701.37 Including Tax and Delivery Charges—Public Works. g. City Council to Consider Adopting a Resolution (Reso 2017-20) Approving the City Manager to Submit an Application for California Climate Investments Urban Greening Grant— Public Works and Community Services. h. Award Contract (COU No. 1617-194) to Gregg Simpson Trucking in the Amount of $77,010.50 for the Airport Avgas Tank Pad and Fueling System Installation, Specification No. 17-04 - Airport. Motion/Second: Crane/Scalmanini to approve Consent Calendar Items 7a-h. Motion carried by the following roll call votes: AYES: Crane, Scalmanini, Mulheren, Doble, and Brown. NOES: None. ABSENT: None. ABSTAIN: None. 8. AUDIENCE COMMENTS ON NON-AGENDA ITEMS No public comment was received. 9. COUNCIL REPORTS Presenter: Councilmember Scalmanini. 10. CITY MANAGER/CITY CLERK REPORTS Presenters: Sage Sangiacomo, City Manager and Shannon Riley, Senior Management Analyst. 11. PUBLIC HEARINGS (6:15 PM) 12. UNFINISHED BUSINESS a. Authorize the Mayor and City Manager to Execute a Joint Powers Agreement Forming the Ukiah Valley Basin Groundwater Sustainability Agency (GSA) and Adopt the Proposed Resolution Appointing Representatives to the GSA Board of Directors— Public Safety. Presenter: Sean White, Water and Sewer Director. Motion/Second: Crane/Scalmanini to authorize the Mayor and City Manager to execute a Joint Powers Agreement (COU No. 1617-195), forming the Ukiah Valley Basin Groundwater Sustainability Agency (GSA). Motion carried by the following roll call votes: AYES: Crane, Scalmanini, Mulheren, Doble, and Brown. NOES: None. ABSENT: None. ABSTAIN: None. Motion/Second: Brown/Doble adopt the proposed Resolution (Reso 2017-21) appointing Councilmember Crane as Director and Vice Mayor Doble as Alternative Director to the GSA Board of Directors. Motion carried by the following roll call votes: AYES: Crane, Scalmanini, Mulheren, Doble, and Brown. NOES: None. ABSENT: None. ABSTAIN: None. b. Discuss the Continued Reorganization of the City Manager's Office Including Consideration of the Reclassification of the Senior Management Analyst to Deputy City Manager as Included in the Fiscal Year 16/17 Budget—Administration. Presenter: Sage Sangiacomo, City Manager. Page 3 of 4 City Council Minutes for pril '1 , 2017, Continued: Motion/Second: Brown/Doble to authorize the reclassification of the Senior Management Analyst in the City Manager's Office to a Deputy City Manager. Motion carried by the following roll call votes: AYES: Crane, Scalmanini, Mulheren, Doble, and Brown. NOES: None. ABSENT: None. ABSTAIN: None. 13. NEW BUSINESS a. Approve and Adopt a Budget Amendment to the Fiscal Year 2016-2017 City Operating and Capital Budget—Administration. Presenter: Dan Buffalo, Finance Director and Daphine Harris, Management Analyst. Motion/Second: Scalmanini/Doble to approve and adopt the budget amendment to the Fiscal Year 2016-17 City budget as recommended by staff. Motion carried by the following roll call votes: AYES: Crane, Scalmanini, Mulheren, Doble, and Brown. NOES: None. ABSENT: None. ABSTAIN: None. RECESS: 7:54— 8:00 P.M. THE CITY COUNCIL ADJOURNED TO CLOSED SESSION AT 8:00 P.M. 14. CLOSED SESSION a. Conference with Legal Counsel — Existing Litigation (Cal. Gov't Code Section 54956.9(d)(1)) Name of case: City of Ukiah v. Questex, LTD, et al, Mendocino County Superior Court, Case No. SCUK- CVPT-15-66036 (Palace Hotel) b. Conference with Legal Counsel — Existing Litigation (Government Code Section 54956.9(d)(1)) Name of case: Ukiah Valley Sanitation District v. City of Ukiah, Sonoma County Superior Court, Case No. SCV 256737 (UVSD) c. Conference with Legal Counsel — Existing Litigation (Cal. Gov't Code Section 54956.9(d)(1)) Name of case: Howard Jarvis Taxpayers Assn., et al. v. City of Ukiah, Mendocino County Superior Court, Case No. SCUK-CVG-17-68588 (Measure Y and Z) d. Conference with Real Property Negotiators (Cal. Gov't Code Section 54956.8) Property: 429 South Dora St. Ukiah, CA 95482 Negotiator: Sage Sangiacomo, City Manager; Negotiating Parties: City of Ukiah and Ukiah Unified School District; Under Negotiation: Price &Terms of Payment No action was taken on Closed Session items. 15. ADJOURNMENT There being no further business, the meeting adjourned at 8:20 p.m. Kristine Lawler, City Clerk Page 4 of 4 ITEM NO.: 7a MEETING DATE: May 3, 2017 .ti, , , , #,, AGENDA SUMMARY REPORT SUBJECT: APPROVE BUDGET AMENDMENTS FOR THE PURCHASE OF NEW ABI FORCE INFIELD GROOMER FROM ABI SPORTS TURF IN THE AMOUNT OF $19,093.63 Summary: Council will consider approving budget amendments in the total amount of $19,093.63 for the purchase of a new ABI Force Infield Groomer, 18 hp Zero Turn Machine from ABI Sports Turf of Mishawaka, Indiana. Background: This equipment is needed for improved maintenance of the Sports Complex infield and outfield turf. The Field Signage Fees account#90000000-23236 has a current balance of$34,308; the fund was originally established for improvements to the Sports Complex. The Parks Supplies account has a balance of$25,349 and the Parks Superintendent has allocated $5,000 for this purchase. Staff would like to transfer funds from these accounts to the Parks Machinery and Equipment account#10022100-80100 that has a current balance of zero, for the purchase of the ABI Force Infield groomer. This purchase will be made from ABI Sports Turf as a sole source vendor based on the quote received upon request from staff(Attachment#1). ABI has no dealers or distributors and only sells direct to end users. This piece of equipment is a specialized tool. Staff researched and attempted to locate an equivalent piece of equipment, but was unable to find any on the market that have the attachment located in the middle of the machine, allowing precise control and the ability to apply down force to level the ground like a grader instead of just dragging over it. The other brands found were basically a small tractor that is used to drag the attachments over the ground like rakes. Discussion: It is staff's recommendation to approve the proposed budget transfers in the amounts of $14,093.63 from the Field Signage Fees account, and $5,000 from the Parks Supplies account, for the purchase of the ABI Force Infield Groomer from ABI Sports Turf in the total amount of$19,093.63. FISCAL IMPACT: Budgeted New Appropriation Budget Previous Contract Amount in Source of Funds Account Number Amendment or Purchase Order 16-17 FY (Title & No.) Required No. $0 Field Signage Fees $14,093.63 #90000000-23236 Yes ® No ❑ N/A $0 Parks Supplies #10022100-54100 Yes ® No ❑ N/A $5000.00 RECOMMENDED ACTION(S): Approve budget amendments in the amount of $14,093.63 from the Field Signage Fees Fund, and $5,000 from Parks Supplies, for the purchase of a new ABI Force Infield Groomer in the total amount of$19,093.63. ALTERNATIVES: Do not approve recommended action and provide alternate direction to staff. Citizens advised: N/A Requested by: Jarrod Meyer, Parks Supervisor and Jake Burgess, Recreation Supervisor. Prepared by: Mary Williamson, Buyer and Jake Burgess, Recreation Supervisor. Coordinated with: Mary Horger, Procurement Manager Presenters: Jarrod Meyer, Parks Supervisor and Jake Burgess, Recreation Supervisor. Attachment: 1. Quote/Sole Source Documentation COUNCIL ACTION DATE: : ❑ Approved ❑ Continued to ❑ Other RECORDS APPROVED: ❑ Agreement: ❑ Resolution: ❑ Ordinance: Note:Please write Agreement Noin upper right corner of agreement when drafted. Approved: S, e Sa 91 mo,City Manager Attachment#1 ao• ABI Attachments, Inc. Quote ;0 520 S Byrkit Ave MI Mishawaka IN 46544 ATTACHMENTS United States #Q0272701 JD#: 324092 Mary Williamson, 03/22/2017 BOHM Ship To Mary Williamson Mary Williamson 1320 Airport Road 1320 Airport Road Ukiah CA 95482 Ukiah CA 95482 Mary Williamson 707-467-5777 mwilliamson@cityotukiah.com Product Specialist Payment Method Quote Expiration 1st:Brad Ulick,2nd: Net 30 04/01/2017 Shipping Method Freight Accessorials Blue Grace-XPO - Residential--Liftgate- Quantity item Weight Amount 1 ABI-5360 1,350 $15,500.00 ABI Force - 18hp Zero Turn Machine (w/Hydraulic Spring Mid-Mount System, Rippers, & Multi-function Rake) (Base Unit) 1 ABI-S360SPTRF 0 $0.00 .ABI FORCE SPORTS TURF DECAL 1 IR-PB 42 $195.00 .Profile Blades For ABI Force& infield Rascal (Set of 2 Blades) 1 IR-VFD-5-3800 75 $495,00 .VibraFlex 5Infield Drag 3800 1 IR-RGDRGMTLVBR 70 $345.00 .Rigid Drag Mat & Level Bar for Infield Rascal/Force 6' (assembly required) 1 FRCREHYDLFT 50 $445.00 Rear Hydraulic Lift for the ABI Force Product Subtotal $16,980.00 Shipping Charge $891.55 Premium Freight Discount(-) ($200,40) Tax Total (%) $0.00 LW\ Tota' $17,671.55 Notes •;.2) , r (1 (1 ,) Il IIIIIIIIIIIJIlJIllhII Jill 00272701 1 of 3 ABI Attachments, Inc. a 0 520 S Byrkit Ave Quote Mishawaka IN 46544 ATTACHMENTS United States #Q0272701 UD #: 324892Mary Williamson, O3/22/2O17 Spec/^/wo«iom Thank you for your interestl All payments must be received in US dollars, Payment in full before shipment is required, unless otherwise apymvpdfor�nnncing �mughone ofour parmom. orapproved for corporate/government terms with 4B| |f�nteand local sales or use taxes are not included on your quote, you may still be responsible to pay taxes on this purchase, Please consult with your tax advisor or the Department of Revenue for any tax liabilities. Review the ~F,eigmAnaeao,ia|o^ section above ensure nnu,o appropriate offloading services have been ordered for your situation,Additional services may increase costs.All orders are subject to warranties,management appmvoiPmduot(msold with unndidonvfmatedlimited return o�and�/dpn|ic� `an� (� 'rop -i``~|e> a conditional money back guarantee. RoReturnPolicy:abiauechmemocom�nkcy�omm/ If you have questions about ' call your Pmdvct specialist at077'rOx-725I this quote, please U| III �NNNNN |0K |U UNU 00272701 2 of 3 a • riir: a til)s o t. 01:rnE? Sole Source Document ABI SportsTurf 520 S. Byrkit Street Mishawaka, IN 46544 AB! SportsTurf is a division of Absolute Innovations, Inc. located in Mishawaka Indiana. ABI is a direct sell company who has designed the configuration and ground engaging components for the product described as the ABI Force. Absolute innovations, Inc. purchases the basic chassis from LT. Rich out of Lebanon Indiana but has an exclusive configuration and world wide licensing agreement in the sports turf market. Because Absolute Innovations, Inc. has no dealers, or distributers, and L.T. Rich cannot sell the ABI configuration of their zero turn chassis, ABI Sports Turf is the only place in which an ABI Force can be purchased. Beyond the exclusiveness of the zero turn chassis, ABI has designed all of the ground engaging components for the AB! Force such as the VibraFlex nail board, Profile Blades and all of the rear mount attachments„ These ground-engaging attachments are made and distributed from Absolute Innovations, Inc. in Mishawaka Indiana and are not available through any other means worldwide. ABI owns two U.S. Patents on the ABI Force, which are exclusive to our product: 1. U.S. Patent 9,332,687 - This patent is for the downward force applied to the mid- mount attachments by the coil springs, which are hydraulically controlled. 2. U.S. Patent 8,944,176 - This patent is for the "Profile Blades" that de-compact the subsurface without displacing the material. I hope that this Sole Source Letter serves your needs and satisfies your requirements for the purchase of the ABI Force. Sincerely, Scott Holmes President/Owner Absolute Innovations, Inc. 3 of 3 ITEM NO.: 12a MEETING DATE: May , 2017 City ofUkiah AGENDA SUMMARY REPORT SUBJECT: APPROVE PLANS AND SPECIFICATIONS FOR TRANSPORTATION IMPROVEMENTS FOR REDWOOD BUSINESS PARK, SPECIFICATION NO. 17-09, DIRECT STAFF TO MAKE REVISIONS TO SPECIFICATIONS FOR I-BANK REQUIREMENTS, AND DIRECT STAFF TO ADVERTISE FOR BIDS Summary: The City Council will consider approving the plans and specifications number 17-09 for Transportation Improvements for Redwood Business Project. City Council will also consider directing staff to make revisions to the specifications per I-Bank requirements and to advertise for bids for this project. Background and Discussion: Per section §22039 of the Public Contracts Code, staff is requesting Council's approval of plans and specifications number 17-09 for Transportation Improvements for Redwood Business Project. The engineer's estimate, for construction contract items only, for this project is $4,729,808. In addition, staff estimates costs in the amount of $945,962 for construction management, inspection, materials testing, and project administration. These additional services will be advertised through a request for proposals. The proposed project will construct the following: minor widening, traffic signal modifications, and a 2nd left turn lane for westbound traffic on Talmage Road at its intersection with Airport Park Boulevard, asphalt pavement reconstruction / resurfacing on Airport Park Boulevard, a storm water bioretention system utilizing tire derived aggregate backfill along Airport Park Boulevard, new traffic signals at the intersection of Airport Park Boulevard and Commerce Drive, minor widening and traffic signal modifications at the intersection of S. State Street and Hastings Avenue / Washington Avenue, and new sidewalk to fill in a missing segment on the north side of Hastings Avenue just east of S. State Street along with ADA curb ramps. The attached plans and specifications still require a few remaining items to complete prior to advertising for bids. In order to satisfy I-Bank funding the specifications must be changed to require a lump sum bid for the project with a schedule of values. The schedule of values will include construction bid quantities. During construction, this will enable staff to identify actual work quantities completed in order to determine a percentage for payment under the lump sum bid. Upon review of the specifications, staff determined that a detailed public notification section, similar to that used in the 2016 Sewer&Water Replacement project, will need to be added. The plan sheets will be updated to show locations of underground utilities that were Continued on Page 2 RECOMMENDED ACTION(S): 1)Approve plans and specifications for the Transportation Improvements for Redwood Business project, Specification No. 17-09; 2) Direct staff to make revisions to the specifications per I-Bank funding requirements; and 3) direct staff to advertise for bids. ALTERNATIVES: N/A Citizens advised: N/A Requested by: Tim Eriksen, Director of Public Works/City Engineer Contact/Prepared by: Rick Seanor, Deputy Director of Public Works Coordinated with: Sage Sangiacomo, City Manager and Mary Horger, Procurement Manager. Presenter: Tim Eriksen, Director of Public Works/City Engineer Attachments: 1. specifications 2. plans COUNCIL ACTION DATE: : ❑Approved ❑ Continued to ❑ Other RECORDS APPROVED: ❑Agreement: U Resolution: ❑ Ordinance: Note:Please write Agreement No.in upper right corner of agreement when drafted Approved: Sa•=Sangi.;:mo, City Manager Page 2 of 2 identified by recent potholing. Lastly, the City needs to obtain final I-Bank authorization on the loan to construct the project. The plans and specifications for the project are available for City Council and public review at the Ukiah Civic Center Engineering Department, 300 Seminary Avenue, Ukiah, California. In addition, the plans and specifications are available for review as Attachments #1 (specifications) and #2 (plans). FISCAL IMPACT: Budgeted New Appropriation Budget Previous Contract Amount in Source of Funds Account Number Amendment or Purchase 16-17 FY (Title& No.) Required Order No. I-Bank loan and funding N/A in the capital budget N/A Yes ® No ❑ N/A which will be identified at contract award. Please see Attachment #1 - specifications and Attachment #2 - plans as separate links. Attachment#1 CITY OF UKIAH MENDOCINO COUNTY, CALIFORNIA SPECIAL PROVISIONS FOR TRANSPORTATION IMPROVEMENTS FOR cw�✓ REDWOOD BUSINESS PARK �✓ SPECIFICATION NO. 17-09 _ `�Q (critar„,.) 10f4P, 444,-(%4:1'11r4A- OC 683046 nI Exp. 9TF OF CMACCr � 4 CITY OF UKIAH 2� DEPARTMENT OF PUBLIC WORKS Q� 300 Seminary Avenue Ukiah, California 95482-5400 Bids Open: 2:00 p.m. Office of City Clerk CITY OF UKIAH MENDOCINO COUNTY, CALIFORNIA CITY COUNCIL: °ww JIM BROWN- MAYOR � KEVIN DOBLE-VICE MAYOR ,QO DOUGLAS CRANE-COUNCIL M i: R • STEVE SCALMANINI-COUNCIL—MBER MAUREEN MULHEREN-COL MEMBER ,RP cq- SAGE SANG/4?MO-CITY MANAGER TIM ERIKSEN - DIREEER OF PUBLIC WORKS/CITY ENGINEER i MAR,YRGER- PURCHASING SUPERVISOR � KRISTINE LAWLER-CITY CLERK � R. ALLEN CARTER-CITY TREASURER 4e- CITY OF UKIAH DEPARTMENT OF PUBLIC WORKS APRIL 2017 TABLE OF CONTENTS PAGE NOTICE TO BIDDERS INSTRUCTIONS TO BIDDERS 1 GENERAL CONDITIONS SECTION 1. PROPOSAL REQUIREMENTS AND GENERAL CONDITIONS 3 1-01. Definitions 1-02. Examinations of Plans, Special Provisions and Site of Work 1-03. Proposal 1-04. Withdrawal of Bids 1-05. Public Opening of Bids 1-06. Bid Guaranty nw si 1-07. Qualification of Bidders �✓ 1-08. Disqualification of Bidders 1-09. Identification of Subcontractors /13 1-10. General Provisions of the Standard Specifications Q� SECTION 2. AWARD AND EXECUTION OF CONTRACT ‘c4.9 5 2-01. Award of Contract Q` 2-02. Return of Proposal Guaranties 40`' 2-03. Execution of Contract SECTION 3. SCOPE AND INTENT OF CO kg4CT 5 3-01. Effect of Inspection and Paymental 3-02. Effect of Extension of Time 3-03. Extra Work , 3-04. Assignment of Contract/11"k 3-05. Subcontractors 3-06. Interpretation of Sp-.1; -rovisions and Drawings 3-07. Liability of City Of• s 3-08. Dispute Resolu SECTION 4. B 6 Q 4-01. Faithful Performance Bond 4-02. Material and Labor Bond 4-03. Defective Material and Workmanship Bond 4-04. Notification of Surety Companies SECTION 5. INSURANCE REQUIREMENTS FOR CONTRACTORS 7 5-01. Minimum Scope of Insurance 5-02. Minimum Limits of Insurance 5-03. Deductibles and Self-Insured Retentions 5-04. Other Insurance Provisions 5-05. Acceptability of Insurers 5-06. Verification of Coverage 5-07. Subcontractors TRANSPORTATION IMPROVEMENTS FOR iii Spec No.17-09 REDWOOD BUSINESS PARK SECTION 6. RESPONSIBILITIES AND RIGHTS OF CONTRACTOR 8 6-01. Legal Address of Contractor 6-02. Office of Contractor at Site 6-03. Attention to Work 6-04. Liability of Contractor 6-05. Protection of Persons and Property 6-06. Protection of City Against Patent Claims 6-07. Protection of Contractor's Work Property 6-08. Regulations and Permits 6-09. Construction Utilities 6-10. Approval of Contractor's Plans 6-11. Suggestions to the Contractor 6-12. Termination of Unsatisfactory Subcontracts 6-13. Preservation of Stakes and Marks 6-14. Assistance to Engineer 6-15. Removal of Condemned Materials and Structures 6-16. Proof of Compliance with Contract nw si 6-17. Errors and Omissions EN-.../6-18. Cooperation Q 6-19. Right of Contractor to Stop Work 6-20. Hiring and Dismissal of Employees Q� 6-21. Wage Rates 6-22. Cleaning Up `V 6-23. Guaranty SECTION 7. RESPONSIBILITIES AND RIGHTS 04� 13 7-01. Authority of the Engineer „14q27-02. Inspection /0 7-03. Surveys 7-04. Rights-of-Way O 7-05. Retention of Imperfect Work 7-06. Changes in the Work , 7-07. Additional Drawings by . 7-08. Additional and Emerg- lv -rotection 7-09. Suspension of Wor 7-10. Right of City to T ate Contract 7-11. Use of Comple ortions SECTION 8. W41ANSHIP, MATERIALS AND EQUIPMENT 16 Q 8-01. General Quality 8-02. Quality in Absence of Detailed Specifications 8-03. Materials and Equipment Specified by Name 8-04. Source of Materials 8-05. Storage of Materials 8-06. Drawings, Samples and Tests SECTION 9. PROSECUTION OF WORK 16 9-01. Equipment and Methods 9-02. Time of Completion 9-03. Avoidable Delays 9-04. Unavoidable Delays 9-05. Notice of Delays 9-06. Extension of Time TRANSPORTATION IMPROVEMENTS FOR iv Spec No.17-09 REDWOOD BUSINESS PARK 9-07. Unfavorable Weather and Other Conditions 9-08. Saturday, Sunday, Holiday and Night Work 9-09. Hours of Labor SECTION 10. PAYMENT 18 10-01. Certification by Engineer 10-02. Progress Estimates and Payment 10-03. Substitution of Securities 10-04. Acceptance 10-05. Final Estimate and Payment 10-06. Delay Payments 10-07. Extra Work and Work Omitted 10-08. Compensation for Extra Work or Work Omitted 10-09. Compensation to the City for Extension of Time 10-10. Liquidated Damages for Delay SECTION 11. MISCELLANEOUS �� 21 11-01. Notice Q 0 11-02. Computation of Time Q� 11-03. Litigation and Forum Selection 11-04. Waiver TECHNICAL SPECIFOTIONS SECTION 12. GENERAL INFORMATION ��Q 23 12-01. Location and Scope of WorkR-- 12-02. Arrangement of Technical Specificatl® 12-03. Arrangement of Plans 12-04. Business Licenses AS O 12-05. Permits 12-06. Standard Specifications and, ndard Plans 12-07. Temporary Facilities -� S 12-08. Public Convenience Itafety 12-09. Maintaining TraffiGv` 12-10. Stream Pollution ` 12-11. Warranties 12-12. Utilities ,/ 12-13. Precons on Conference 12-14. Safetyge uirements SECTION 13. CONSTRUCTION DETAILS 28 13-00. Order of Work 13-01. Water Pollution Control Program 13-02. Temporary Erosion Control 13-03. Temporary Fences 13-04. Construction Area Traffic Control Devices 13-05. Construction Surveying 13-06. Testing and Quality Control 13-07. Existing Highway Facilities 13-08. Cold Plane Asphalt Concrete Pavement 13-09. Clearing and Grubbing 13-10. Earthwork 13-11. Permanent Erosion Control TRANSPORTATION IMPROVEMENTS FOR v Spec No.17-09 REDWOOD BUSINESS PARK 13-12. Finished Roadway 13-13. Aggregate Subbase 13-14. Aggregate Base 13-15. Hot Mix Asphalt 13-16. Concrete Structures 13-17. Roadside Signs 13-18. Painting 13-19. Strom Drain 13-20. Minor Concrete 13-21. Mobilization 13-22. Fences and Gates 13-23. Traffic Striping, Markings and Raised Pavement Markers 13-24. Signals, Lighting and Electrical Systems SECTION 14. EXCLUSIONS FROM GENERAL CONDITIONS 91 14-01. Provisions to be Excluded from General Conditions �w�� SECTION 15. AMENDMENTS TO GENERAL CONDITIONS . O✓ 91 15-01. Provisions of General Conditions to be Amended CERTIFICATES AND DOCUMENTS `V� BID SUBMITTAL CHECKLIST .. 92 PROPOSAL e 93 BIDDING SCHEDULE .O� 94 IRAN CONTRACTING CERTIFICATIObN 101 FAIR EMPLOYMENT PRACTICE'S ATIFICATION 102 WORKERS COMPENSATI F ERTIFICATE 103 CERTIFICATE OF NON RIMINATION IN EMPLOYMENT 104 LIST OF PROPOy UBCONTRACTORS 105 STATEMENT XPERIENCE OF BIDDER 106 SIGNATURE OF BIDDER 107 BIDDERS BOND 108 NON-COLLUSION AFFIDAVIT 109 AGREEMENT 110 INDEMNIFICATION AGREEMENT 114 EXAMPLE BOND FORMS 115 DIRECTIONS FOR PREPARATION OF PERFORMANCE AND MATERIAL AND LABOR BOND 119 TRANSPORTATION IMPROVEMENTS FOR vi Spec No.17-09 REDWOOD BUSINESS PARK DEFECTIVE MATERIAL AND WORKMANSHIP (MAINTENANCE) BOND 49 INSURANCE CERTIFICATES AND ENDORSEMENT FORMS APPENDICES: O� �Q QJ OHO Off-. AS< `Y` TRANSPORTATION IMPROVEMENTS FOR vii Spec No.17-09 REDWOOD BUSINESS PARK CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA NOTICE TO BIDDERS FOR<PROJECT NAME> SPECIFICATION NO.XX-XX NOTICE IS HEREBY GIVEN that sealed standard proposals for TRANSPORTATION IMPROVEMENTS FOR REDWOOD BUSINESS PARK will be received at the Office of the City Clerk, Ukiah Civic Center, 300 Seminary Avenue, Ukiah California until 2:00 p.m. on , 2017, at which time, or as soon thereafter as possible, they will be publicly opened and read. Bids shall be addressed to the City Clerk and shall be endorsed "TRANSPORTATION IMPROVEMENTS FOR REDWOOD BUSINESS PARK." Bids are required for the entire work described herein. No fax bids will be accepted. ENGINEER'S ESTIMATE OF QUANTITIES Item No. Description Quantity Unit 1 Storm Water Pollution Prevention Plan (SWPPP) 1 LS 2 Storm Water Sampling and Analysis Day 10 EA 3 Water Pollution Control Measures 1 LS 4 Progress Schedule (Critical Path Method) 1!'�w LS 5 Construction Area Signs di LS 6 Traffic Control System 4<t-11 LS 7 Construction Survey S 1 LS 8 (Z Remove Fence V 672 LF 9 Remove Traffic Stripe ON 5,000 LF 10 Remove Pavement Markings <`Q 900 SF 11 Remove or Relocate Roadsidevv--Sj metal post) 15 EA 12 Remove and Abandon Utilitigs`!c1 LS 13 Relocate Hydrant 4.) 2 EA 14 Utility Clearances _k • 20 EA 15 Utility Conflictl ` ution 1 FA 16 Adjust Utili over__ to Grade 70 EA 17 Re((m))__�y, oncrete (Curb and Gutter) 1,235 LF 18 RM'15ove Concrete (Curb) 4,060 LF 19 Remove Concrete Sidewalk 2,100 SF 20 Cold Plane Asphalt Concrete Pavement 33,000 SY 21 Clearing and Grubbing 1 LS 22 Roadway Excavation 11,000 CY(F) 23 Remove Unsuitable Material 25 CY 24 Subgrade Enhancement Geotextile 19,100 SY 25 Bioretention Excavation 1,080 CY 26 Tire Derived Aggregate Fill 860 CY 27 Erosion Control 1 LS 28 Class 2 Aggregate Base 8,100 CY Item No. Description Quantity Unit 29 Hot Mix Asphalt(Type A) 9,300 TON 30 Hot Mix Asphalt Dike(Type A) 185 LF 31 Paving Fabric 3,900 LF 32 Paving Grid 10,100 SY 33 Metal Roadside Sign 7 EA 34 Roadside Sign -One Post 22 EA 35 Paint Curb (2-coat) 1,050 LF 36 Plastic Pipe 1,815 LF 37 Drainage Cleanout 50 EA 38 Drainage Inlet 30 EA 39 Trench Bracing and Shoring ���(j LS 40 Minor Concrete (Curb) Q`8, 65 LF 41 Minor Concrete (Curb and Gutter) J<Z— 1,190 LF 42 Minor Concrete(Sidewalk) 3,485 SF 43 Minor Concrete (Curb Ramp) Off` 5 EA 44 Curb Ramp Detectable Warning Surf 90 SF 45 Mobilization, Demobilization andFCleanup 1 LS 46 Chain Link Fence and Gate 485 LF 47 Pedestrian Barricade \...\(*) 3 EA 48 Reconstruct Wood Fierce 40 LF 49 Pavement MarlFeg' 610 EA 50 Object Ma (Type K-1) 26 EA 51 Traff ,'S>>e(Detail 8) 7,260 LF 52 Tct�l is Stripe(Detail 9) 380 LF 53 Traffic``CCStripe(Detail 10) 190 LF 54 Traffic Stripe(Detail 21) 940 LF 55 Traffic Stripe(Detail 22) 380 LF 56 Traffic Stripe(Detail 27B) 330 LF 57 Traffic Stripe(Detail 28) 910 LF 58 Traffic Stripe(Detail 38) 370 LF 59 Traffic Stripe(Detail 38A) 1,580 LF 60 Traffic Stripe(Detail 39) 410 LF 61 Traffic Stripe(Detail 39A) 180 LF 62 Traffic Stripe(Detail 40) 290 LF Item No. Description Quantity Unit 63 Traffic Stripe(Detail 41A) 150 LF 64 Thermoplastic Crosswalk and Pavement Marking 3,300 SF 65 Modify Signal and Lighting (Airport Park Boulevard/ Talmage Road) 1 LS 66 Signal and Lighting (Airport Park Boulevard/ Commerce Drive) 1 LS 67 Modify Signal and Lighting (Hastings Avenue/South State Street) 1 LS 68 Remove Lighting Standard 3 EA 69 Lighting Standard 8 EA 70 Relocate Primary Junction Pedestal 1 LS Plans and Special Provisions may be inspected and/or copies obtained for a no Fejundable fee of$ . Plans and Special Provisions may also be downloaded at no charge 4- the City's website at www.cityofukiah.com. Contact Mary Horger, Purchasing Supervisor, City %he°iah, 300 Seminary Avenue, Ukiah, California 95482-5400. No bid will be considered unless it is mad he forms furnished by the City and is made in accordance with the details of the Special Provisio # .ch bidder must be licensed as required by law. Further information regarding the work or these r; 'cations can be obtained by calling Mary Horger at(707)463-6233 or at fax phone(707)313-3621. 0 The City Council reserves the right to reject any or all bids adetermine which proposal is, in its opinion, the lowest responsible bid of a responsible bidder and whi wWleems in the best interest of the City to accept. The City Council also reserves the right to waive any i• . ation not material to cost or performance in any proposal or bid. 4q."'. No contractor or subcontractor may be listed onproposal for a public works project(submitted on or after March 1, 2015) unless registered with the De, rt ent of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this Cquirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontract.may be awarded a contract for public work on a public works project (awarded on or after April 1, 2014) unless registered with the Department of Industrial Relations pursuant to Labor Code section 17 The prime contractor shall be responsible for posting job site notices as prescribed by regulation. T project is subject to compliance monitoring and enforcement by the Department of Industrial Relat . Pursuant to provisions • 4ion 1770, including amendments thereof, of the Labor Code of the State of California, the Directo .' he Department of Industrial Relations, State of California, has ascertained the general prevailing `, if wages for straight time, overtime, Saturdays, Sundays and Holidays including employer payment ...r- health and welfare, vacation, pension and similar purposes. Copies of the General Prevailing Wage Determination (applicable to the work), for the locality in which the work is to be done are available on the Internet at web address: http://www.dir.ca.gov/DLSR/PWD/ The prime contractor for the work herein shall possess a current, valid State of California, Class A (General Engineering) Contractor's License. Pursuant to California Public Contract Code §22300, this contract includes provisions that allow substitutions of certain types of securities in lieu of the City withholding a portion of the partial payments due the Contractor to insure performance under this contract. By order of the City Council, City of Ukiah, County of Mendocino, State of California. Dated: Kristine Lawler, City Clerk, City of Ukiah, California PUBLISH TWO TIMES: INSTRUCTIONS TO BIDDERS TRANSPORTATION IMPROVEMENTS FOR REDWOOD BUSINESS PARK shall be performed in accordance with the Plans and Special Provisions therefor adopted, to which special reference is hereby made. Each bidder must supply all the information required by the bid documents and Special Provisions. Minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award of any contract entered into pursuant to this advertisement. Women will be afforded equal opportunity in all areas of employment. However, the employment of women shall not diminish the standards of requirements for the employment of minorities. All borrowers that receive I-Bank financing above$2 million, and that are also the entity awarding the construction contract, must pre-qualify contractors bidding on the I-Bank financed project using the model pre- qualification questionnaire approved by the Department of Industrial Relations pursuant to AB 574 (Chapter 972 of the Statutes of 1999). The model questionnaire can be obtained from DIR's vy€bsite at http://www.dir.ca.gov/prequal.htm. rwwl,`� All proposals or bids shall be accompanied by a cashiers check or certifies_tock ck payable to the order of the City of Ukiah amounting to 10 percent of the bid, or by a bond in said a i+It and signed by the bidder and a corporate surety, payable to said City. Said check shall be forfeited, or s. •ond shall become payable to said City in case the bidder depositing the same does not, within fifteeQ 5) days after written notice that the contract has been awarded to him: (a) enter into a contract the City and (b) furnish certificates of insurance and endorsements, a bond of faithful performance a` payment bond as described in the Special Provisions. O No bidder shall withdraw his or her bid for a period of theV0) calendar days after the date set by the City for the opening thereof. po!Z The Contractor and any subcontractors shall e,<04(posss'ess a valid City of Ukiah Business License prior to the start of any work. O The Contractor shall furnish a project sc�aTule to the Engineer prior to the start of any work and start work as scheduled. -"k The work is to be completed witq i 30NE HUNDRED TWENTY (120)working days. The Contractor will pay to the City the sum of five hund ;.'t .500.00)dollars per day for each and every calendar days delay beyond the time prescribed. !' The staff shall notify . l.Vd`r by telephone, email or fax, if it intends to recommend the rejection of the bidder's bid. Any bid protes LSgst be filed with the City Clerk not more than five calendar days following the bid opening, or 2 calendl.r days following notice that staff is recommending the rejection of a bid. If any such timely written protest is filed, all bidders shall be provided a copy of the protest within 2 calendar days of its receipt, which may be delivered to the bidders as an email attachment or by fax. All such bidders may file with the City Manager a written objection or other response to the protest. All objections or responses filed not more than 5 days after receipt of the written protest will be presented to the City Council at its next regular meeting occurring not less than 12 calendar days following the bid opening. The City Council will resolve the bid protest at that meeting based on the written protest, any staff recommendation and all timely written objections and responses. In accordance with the Brown Act, any person may address the City Council on this item during the meeting. The City Council action on the protest shall represent a final decision by the City on the protest. Examination of Site, Drawings, Etc. Each bidder shall visit the site of the proposed work and fully acquaint himself with local conditions, construction and labor required so that he or she may fully understand the facilities, difficulties and restrictions TRANSPORTATION IMPROVEMENTS FOR 1 Spec.No. 17-09 REDWOOD BUSINESS PARK attending the execution of the work under the Contract. Bidders shall thoroughly examine and be familiar with the Plans and Special Provisions. The failure of any bidder to receive or examine any form, instrument, addendum, or other document, or to visit the site and acquaint himself with conditions there existing, shall in no way relieve the bidder from any obligation with respect to his or her proposal or to the contract. The drawings for the work show conditions as they are supposed or believed by the Engineer to exist; but, it is neither intended nor shall it be inferred that the conditions as shown thereon constitute a representation by the Engineer, the City or its officers that such conditions are actually existent, nor shall the City, the Engineer or any of their officers or representatives be liable for any loss sustained by the Contractor as a result of a variance between the conditions shown on the drawings and the conditions actually revealed during the progress of the work or otherwise. The bidder's attention is directed to the possible existence of obstructions and public improvements within the limits of the work or adjacent thereto, which may or may not be shown on the Drawings. The bidder shall investigate to his or her satisfaction the conditions to be encountered, the character, quality and quantities of work to be performed and materials to be furnished and the requirements of the Plans, Special Provisions, Standard Specifications, Standard Plans, and Contract Documents. The submission of a proposal shall be considered conclusive evidence that the bidder has made such examination and has accepted the project workplace as a safe workplace to perform the work of the Contest. Bidder Inquiries and Questions ��`� /10 Inquiries and questions must be submitted in writing via fax or email the following designated contact person: �J Mary Horger, Purchasing S isor Fax: (707)313-3 Email: mhorger@cit60h.com The City reserves the right to not respond to inquiries otqpa2stions submitted within 3 business days of the bid opening. Local® fthe Work All of the work to be performed is withint 15ity of Ukiah. Project is located in and around the Redwood Business Park, including Talmage Road, rt Park Boulevard, Commerce Drive, Hastings Avenue, South State Street and Washington Avenue., P�- 4e TRANSPORTATION IMPROVEMENTS FOR 2 Spec.No. 17-09 REDWOOD BUSINESS PARK GENERAL CONDITIONS SECTION 1. PROPOSAL REQUIREMENTS AND GENERAL CONDITIONS 1-01. Definitions. Whenever any word or expression defined in this section, or pronoun used in its stead, occurs in these contract documents, it shall have and is mutually understood to have the meaning given: a. "City of Ukiah" or "City" shall mean the City of Ukiah, Mendocino County, California, acting through its City Council or any other board, body, official or officials to which or to whom the power belonging to the Council shall by virtue of any act or acts, hereafter pass or be held to appertain. b. "Engineer" shall mean the Engineer duly and officially appointed by the City to supervise and direct the work of construction under this contract, acting personally or through agents or assistants duly authorized by him, such agents or assistants acting within the scope of the particular duties entrusted to them. c. "Inspector" shall mean the engineering or technical inspector or in a'-ctors duly authorized or appointed by the Engineer, limited to the particular duties entrust-• him or her or them. d. "Contractor" shall mean the party entering into contra %with the City of Ukiah for the performance of work covered by this contract and hi�r her authorized agents or legal representatives. eJ e. "Date of signing of contract" or words equivaleneto, shall mean the date upon which this contract, with the signature of the Contractor fid, together with the prescribed bonds, shall be or shall have been delivered to the City Oo ulyauthorized representatives. f. "Day" or"days", unless herein otherwis4pressly defined, shall mean a calendar day or days of twenty-four hours each. ACe' g. "The work" shall mean and inc k all the work specified, indicated, shown or contemplated in the contract to construct the • rovement, including all alterations, amendments or extensions thereto made by contract�ge order or other written orders of the Engineer. h. "Contract drawings" " rawings", "plans" shall mean and include 1) all drawings or plans which may have been Ired by or on behalf of the City, as a basis for proposals, when duly signed and m.• a part of this contract by incorporation or reference, 2) all drawings submitted in • uance of the terms of this contract by the successful bidder with his or her proposal .•'' •y the Contractor to the City if and when approved by the Engineer and 3) all drawin.Na•mitted by the Engineer to the Contractor during the progress of the work as prov..s. • or herein. Where "as shown", "as indicated", "as detailed" or words of similar import are used, it shall be understood that reference to the drawings accompanying these Special Provisions is made unless stated otherwise. Where "as directed", "as permitted", "approved" or words of similar import are used, it shall be understood that the direction, requirements, permission, approval or acceptance of the Engineer is intended unless stated otherwise. As used herein, "provide" or "install" shall be understood to mean "provide or install complete in place", that is, "furnish and install". "Shall" is mandatory; "may" is permissive. 1-02. Examination of Plans, Special Provisions and Site of Work. The bidder shall examine carefully the Proposal, Plans, Special Provisions, Contract forms and the site of the work contemplated therefor. It will be assumed that the bidder has investigated to his or her satisfaction the conditions to be encountered and the TRANSPORTATION IMPROVEMENTS FOR 3 Spec.No. 17-09 REDWOOD BUSINESS PARK character, quality and requirements of all Plans, Special Provisions, Standard Specifications, and Standard Plans involved. 1-03. Proposal. Bids shall be made on the blank forms prepared by the City. All bids shall give the prices bid, both in writing and in figures and shall be signed by the bidder or his or her authorized representative, with his or her address. If the bid is made by an individual or partner, his or her name and the post office address of his or her business or partnership, along with his or her signature or the signature of one or more partners must be shown; if made by a corporation, the bid shall show the name of the state under the laws of which the corporation is chartered, the name of the corporation and the title of the person who signs on behalf of the corporation. Each proposal shall be enclosed in a sealed envelope, endorsed as specified in the notice to bidders. Bidders are warned against making erasures or alterations of any kind and proposals which contain omissions, erasures, conditions, alterations, additions not called for, additional proposals or irregularities of any kind may be rejected. 1-04. Withdrawal of Bids. Any bid may be withdrawn at any time prior to the hour fixed in the notice to bidders for the openings of bids, provided that a request in writing, executed by t bidder or his or her duly authorized representative, for the withdrawal of such bid is filed with the City. T hdrawal of a bid will not prejudice the right of a bidder to file a new bid. �✓ 1-05. Public Opening of Bids. Bids will be opened and read publicly Wie time and place indicated in the notice to bidders. Bidders or their agents are invited to be present. QJ 1-06. Bid Guaranty. Each bid must be accompanied by a ce i I�� check, cashiers check or bidders bond executed by an admitted surety insurer, payable to the order of1City of Ukiah in an amount not less than 10 percent of the bid as a guarantee that the bidder will enter inicontract, if awarded the work. 1-07. Qualification of Bidders. No contractor or sub:rjo!'ractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 20 unless registered with the Department of Industrial Relations pursuant to Labor Code section 17 © with limited exceptions from this requirement for bid purposes only under Labor Code section 17/ .1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works pr:#1-N (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations purs -,:we Labor Code section 1725.5. The prime contractor shall be responsible for posting job site noti�eeces/a prescribed by regulation. This project is subject to compliance ,,ti monitoring and enforcement by the artment of Industrial Relations. Each bidder shall be licensed u1� ?` the provisions of Chapter 9, Division 3 of the Business and Professions Code and shall be skilled a .l-,egularly engaged in the general class or type of work called for under this contract. A statement setti !\'Jrth this experience and business standing shall be submitted by each bidder on the form provided here , q It is the intention of the City to award a contract only to a bidder who furnishes satisfactory evidenc-to,. he or she has the requisite experience and ability and that he or she has sufficient capital, facilities anRe+uipment to enable him or her to prosecute the work successfully and promptly within the time and in the manner agreed. In determining the degree of responsibility to be credited to a bidder, the City may weigh evidence that the bidder or his or her personnel charged with the responsibility in the work, has performed satisfactorily other contracts of like nature and magnitude or comparable difficulty at similar rates of progress. 1-08. Disqualification of Bidders. More than one bid from an individual business, partnership, corporation or association, under the same or different names, will not be considered. Reasonable grounds for believing that any bidder is financially interested in more than one bid for the work will cause the rejection of all bids in which he or she is so interested. If there is reason to believe that collusion exists among the bidders, none of the participants in such collusion will be considered. Bids in which the prices obviously are unbalanced may be rejected. 1-09. Identification of Subcontractors. All bids shall comply with the Subletting and Subcontracting Fair Practices Act (Public Contract Code Section 4100 and following)and shall set forth: TRANSPORTATION IMPROVEMENTS FOR 4 Spec.No. 17-09 REDWOOD BUSINESS PARK (a) The name and the 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 to a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work according to detailed drawings contained in the plans and Special Provisions, in an amount in excess of one-half of 1 percent of the prime contractors total bid. (b) The portion of the work which will be done by each such subcontractor. The prime contractor shall list only one subcontractor for each such portion defined by the prime contractor in his or her bid. 1-10. General Provisions of the Standard Specifications. All provisions of the General Provisions, Sections 1 through 11, of the Standard Specifications, shall be applicable to the contract except as modified by these Special Provisions. The Standard Specifications are set forth in Section 12-06 of these Special Provisions. SECTION 2. AWARD AND EXECUTION OF CONTRACT 2-01. Award of Contract. Award of the contract, if it be awarded, will be to t*west responsible bidder whose bid complies with all the specified requirements. The award, if mad cIYbe made within thirty (30) days after opening of the bids. The City reserves the right to reject a d all bids and to waive any irregularity in the proposal not pertaining to cost. 2-02. Return of Proposal Guaranties. All bid guaranties will IR Weld until the contract has been fully executed, after which they will be returned upon request`tie respective bidders whose bids they accompany. 2-03. Execution of Contract. The contract agreeme Wall be executed in duplicate by the successful bidder and returned, together with the contract bonds, ance certificates and endorsements, within fifteen (15) days after written notice of the award of the co . After execution by the City; one copy shall be filed with the City and one copy shall be returned to ontractor. If the bidder fails or refuses to enter into the contract agreement within the required time, t,K the bid guaranty accompanying the bid shall be forfeited to the City. �o SECTION,3. SCOPE AND INTENT OF CONTRACT 3-01. Effect of Inspection and • 'ents. Neither the inspection by the Engineer or an inspector, nor any order, measurement or approve l'edification, nor certificate or payment of money, nor acceptance of any part or whole of the work, nor an ension of time, nor any possession by the City or its agents, shall operate as a waiver of any provision is contract or of any power reserved therein to the City, or of any right to damages thereunder; . . all any breach of this contract be held to be a waiver of any subsequent breach. All remedies shall be fo 0. rued as cumulative. 3-02. Effect of Extension of Time. The granting of any extension of time on account of delays which, in the judgement of the City, are avoidable delays shall in no way operate as a waiver on the part of the City of its rights under this contract. 3-03. Extra Work. If extra work orders are given in accordance with provisions of this contract, such work shall be considered a part hereof and shall be subject to each and all of its terms and requirements. 3-04. Assignment of Contract. The contract may be assigned or sublet in whole or in part only upon the written consent of the City acting through its authorized agents. Consent will not be given to any proposed assignment which would relieve the original contractor or its surety of their responsibilities under the contract nor will the Engineer consent to any assignment of a part of the work under the contract. 3-05. Subcontractors. The Contractor shall be as fully responsible for the acts and omissions of his or her subcontractors and of persons either directly or indirectly employed by them, as he or she is for the acts and omissions of persons directly employed by him. TRANSPORTATION IMPROVEMENTS FOR 5 Spec.No. 17-09 REDWOOD BUSINESS PARK The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcontractors to the terms of this Contract which are applicable to the work of subcontractors. Nothing contained in this contract shall be construed to create or shall be relied upon to create any contractual relationship between any subcontractor and the City and no action may be brought by any subcontractor against the City based on this contract. 3-06. Interpretation of Special Provisions and Drawings. The Special Provisions and the Contract Drawings are intended to be explanatory of each other. Any work indicated in the Contract Drawings and not in the Special Provisions, or vice versa, is to be executed as if indicated in both. In case of a discrepancy or conflict between the Technical Specifications and Contract Plans, the Technical Specifications shall govern. All work shown on the Contract Drawings, the dimensions of which are not figured, shall be accurately followed to the scale to which the drawings are made, but figured dimensions are in all cases to be followed, where given, though they differ from scaled measurements. Large scale drawings shall be followed in preference to small scale drawings. Should it appear that the work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained in these contract documents, including the contract drawings, the Contractor shall apply to the Engineer for such further explanations as may be necessary arshall conform thereto as part of this contract, so far as may be consistent with the terms of this contract e event of any doubt or questions arising respecting the true meaning of the Special Provisions, r nce shall be made to the Engineer and his or her decision thereon shall be final. If the Contrac Lelieves that a clarification or interpretation justifies an increase in the contract price or contract time, Contractor must comply with the written notice provisions of Sections 9-05 and 10-07 of these Spe rovisions. Contractor's attention is Rdirected to Section 12-06 of the Technical Specifications regarding tandard Specifications and Standard Plans. ��V 3-07. Liability of City Officials. No city official, nor the 0neer, nor any authorized assistant of any of them, shall be personally responsible for any liability arisirider this contract. 3-08. Dispute Resolution. Claims of $375,000 or s by the Contractor that arise under this Contract are subject to the mandatory dispute resolutions prove ® Public Contract Code Sections 20104-20104.6. 6STION 4. BONDS 4-01. Faithful Performance Bond. As, art of the execution of this contract, the Contractor shall furnish a bond of a surety company or other sekurities providing equivalent protection such as cash, letter of credit, or certificates of deposit, acceptable Rifle City, conditioned upon the faithful performance of all covenants and stipulations under this contract. amount of the bond shall be 100 percent of the total contract price, as this sum is set forth in the agree 4-02. Material and L. • • :ond. As a part of the execution of this contract, the Contractor shall furnish a bond of a surety co ',._ • or other securities providing equivalent protection such as cash, letter of credit or certificates of depoQ .cceptable to the City in a sum not less than 50 percent of the total contract price, as this sum is set forth in the agreement for the payment in full of all persons, companies or corporations who perform labor upon or furnish materials to be used in the work under this contract, in accordance with the provisions of Sections 3247 through 3252 inclusive of the Civil Code of the State of California and any acts amendatory thereof. 4-03. Defective Material and Workmanship Bond. As a condition precedent to the completion of this contract, the Contractor shall furnish a bond of a surety company acceptable to the City in an amount not less than 5 percent (5%) of the final contract price, to hold good for a period of one (1) year after the completion and acceptance of the work, to protect the City against the results of defective materials, workmanship and equipment during that time. This bond shall be delivered to the City before the final payment under this contract will be made. 4-04. Notification of Surety Companies. The surety companies shall familiarize themselves with all of the conditions and provisions of this contract and they waive the right of special notification of any change or modification of this contract or of extension of time, or decreased or increased work, or of the cancellation of TRANSPORTATION IMPROVEMENTS FOR 6 Spec.No. 17-09 REDWOOD BUSINESS PARK the contract, or of any other act or acts by the City or its authorized agents, under the terms of this contract; and failure to so notify the aforesaid surety companies of changes shall in no way relieve the surety companies of their obligation under this contract. SECTION 5. INSURANCE REQUIREMENTS FOR CONTRACTORS (WITH CONSTRUCTION RISKS) Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. 5-01. Minimum Scope of Insurance Coverage shall be at least as broad as: 1. Insurance Services Office Commercial Liability Coverage (occurrence form CG 0001). 2. Insurance Services Office form number CA 0001 (Ed. 1/87)covering Automobile Liability, code 1 (any auto). 3. Worker's Compensation insurance as required by the State of California employer's Liability Insurance. 4. Course of Construction insurance covering for"all risks"of loss. ^0 5-02. Minimum Limits of Insurance Je' Contractor shall maintain limits no less than: V9 1. General Liability: $1,000,000 per occurrenc bodily injury, personal injury and property damage including ope i s, products and completed operations. If Commercial GeneralDility Insurance or other form with a general aggregate limit is d, either the general aggregate limit shall apply separately to thi rt/location or the general aggregate limit shall be twice the required og ence limit. 2. Automobile Liability: $1,000,01►.*rr accident for bodily injury and property damage. 3. Employers Liability: $1,_ 000 per accident for bodily injury and property damage. 4. Course of Construction: pleted value of the project with no co-insurance penalty provisions. 5-03. Deductibles andst -insured Retentions. Any deductibles or self-insured retentions must be declared to and approy the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or -insured retentions as respects the City, its officers, officials, employees and volunteers; or the actor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses. 5-04. Other Insurance Provisions The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions: 1. The City, its officers, officials, employees and volunteers are to be covered as Additional Insured with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Contractor's insurance, or as a separate owners policy. TRANSPORTATION IMPROVEMENTS FOR 7 Spec.No. 17-09 REDWOOD BUSINESS PARK 2. The workers' compensation policy is to be endorsed with a waiver of subrogation. The insurance company, in its endorsement, agrees to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses paid under the terms of this policy which arises from the work performed by the named insured for the City. 3. For any claims related to this project, the Contractor's insurance coverage shall be primary insurance as respects the City, its officers, officials, employees or volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees or volunteers shall be excess of the Contractor's insurance and shall not contribute with it. 4. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled by either party, except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City. 5. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under Subdivision (b)of Section 2782 of Civil Code. 6. Course of Construction policies shall contain the following provisions: k✓ a.) The City shall be named as loss payee. b.) The insurer shall waive all rights of subrogation against the ) 5-05. Acceptability of Insurers Je' Insurance is to be placed with insurers with a current A.M. Best's`repg of no less than the following: A++ VII A-VIII O\` A+ VII B++ X >e AVII B+ X 5-06. Verification of Coverage. Contractor s rnish the City with original certificates and amendatory endorsements effecting coverage required by)h clause. The endorsements shall be on forms provided by the City or on other than the City's for►-" provided those endorsements or policies conform to the requirements. All certificates and endor :if- is are to be received within 15 days from written notice of contract award, and the work shall not cope ence until the certificates and endorsements have been approved by the City. The City reserves the [lc to require complete certified copies of all required insurance policies, including endorsements affecting V... •verage required by these Special Provisions at any time. 5-07. Subcontractors. Cctor shall include all subcontractors as insureds under its policies or shall furnish separate certificated endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the rrO. cements stated herein. 4$-CTION 6. RESPONSIBILITIES AND RIGHTS OF CONTRACTOR 6-01. Legal Address of Contractor. Both the address given in the proposal and the Contractor's office in the vicinity of the work are hereby designated as places to either of which drawings, samples, notices, letters or other articles or communications to the Contractor may be mailed or delivered. The delivery at either of these places of any such thing from the City or its agents to the Contractor shall be deemed sufficient service thereof upon the Contractor and the date of such service shall be the date of such delivery. The address named in the proposal may be changed at any time by notice in writing from the Contractor to the City. Nothing herein contained shall be deemed to preclude or render inoperative the service of any drawing, sample, notice, letter or other article or communication to or upon the Contractor personally. 6-02. Office of Contractor at Site. During the performance of this contract, the Contractor shall maintain a suitable office at the site of the work which shall be the headquarters of a representative authorized to receive drawings and any such thing given to the said representatives or delivered at the Contractor's office at the site of work in his or her absence shall be deemed to have been given to the Contractor. TRANSPORTATION IMPROVEMENTS FOR 8 Spec.No. 17-09 REDWOOD BUSINESS PARK 6-03. Attention to Work. The Contractor shall give his or her personal attention to and shall supervise the work to the end that it shall be prosecuted faithfully and when he or she is not personally present on the work, he or she shall at all reasonable times be represented by a competent superintendent or foreman who shall receive and obey all instructions or orders given under this contract and who shall have full authority to execute the same and to supply materials, tools and labor without delay and who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him or her or to his or her authorized representative. 6-04. Liability of Contractor. The Contractor shall do all of the work and furnish all labor, materials, tools and appliances, except as otherwise herein expressly stipulated, necessary or proper for performing and completing the work herein required in the manner and within the time herein specified. The mention of any specific duty or liability imposed upon the Contractor shall not be construed as a limitation or restriction of any general liability or duty imposed upon the Contractor by this contract, said reference to any specific duty or liability being made herein merely for the purpose of explanation. The right of general supervision by the City shall not make the Contractor an agent of the City and the liability of the Contractor for all damages to persons or to public or private property, arising from the Contractor's execution of the work, shall not be lessened because of such general supervision. Until the completion and final acceptance by the City of all the work under . . plied by this contract, the work shall be under the Contractor's responsible care and charge. The Co v icor shall rebuild, repair, restore and make good all injuries, damages, re-erections and repairs, occasio y) er rendered necessary by causes of any nature whatsoever, excepting only acts of God and none other, • - or any portions of the work, except as otherwise stipulated. ��,,2Q To the fullest extent permitted by law, Contractor shall indem . end hold harmless the City and its officers, directors, agents and employees from and against all claims 4 ages, losses and expenses including but not limited to attorneys'fees, costs of suit, expert witness fee '-Ti• expenses and fees and costs of any necessary private investigators arising out of or resulting from the .*40 •rmance of the work, provided that any such claim, damage, loss or expense (1) is attributable to bo•it •njury, sickness, disease or death, or to injury to or destruction of tangible property, other than the w9rrOi elf, including the loss of use resulting therefrom and (2) is caused in whole or in part by any act or omit sl of the Contractor, any subcontractor, or anyone directly or indirectly employed by any of them, ora _I'1e for whose acts any of them may be liable, regardless of whether or not it is caused in part by a ....,IP indemnified hereunder, or by the negligence or omission of a party indemnified herein. ,,-o In any and all claims against the r any of its agents or employees by any employee of the Contractor, any subcontractor, anyone dire. ' •r indirectly employed by any of them, or anyone for whose acts any of them may be liable, the ind- , •I ication obligation shall not be limited in any way by any limitation on the amount or type of damag- , :•mpensation or benefits payable by or for the Contractor or any subcontractor under workers' or wor v:• compensation acts, disability benefit acts, or other employee benefit acts. The obligation to indemn.0 • all extend to and include acts of the indemnified party which may be negligent or omissions which mg .use negligence. The City shall have the right to estimate the amount of such damage and to cause the City to pay the same and the amount so paid for such damage shall be deducted from the money due the Contractor under this contract; or the whole or so much of the money due or to become due the Contractor under this contract as may be considered necessary by the City, shall be retained by the City until such suits or claims for damages shall have been settled or otherwise disposed of and satisfactory evidence to that effect furnished to the City. 6-05. Protection of Persons and Property. The Contractor shall furnish such watchman, guards, fences, warning signs, walks and lights as shall be necessary and shall take all other necessary precautions to prevent damage or injury to persons or property. All property line fences and improvements in the vicinity of the work shall be protected by the Contractor and, if they are injured or destroyed, they and any other property injured by the Contractor, his or her employees or agents, shall be restored to a condition as good as when he or she entered upon the work. TRANSPORTATION IMPROVEMENTS FOR 9 Spec.No. 17-09 REDWOOD BUSINESS PARK 6-06. Protection of City Against Patent Claims. All fees, royalties or claims for any patented invention, article or method that may be used upon or in any manner connected with the work under this contract shall be included in the price bid for the work and the Contractor and his or her sureties shall protect and hold the City, together with all of its officers, agents, servants and employees, harmless against any and all demands made for such fees or claims brought or made on account of this contract. The Contractor shall, if requested by the Engineer, furnish acceptable proof of a proper release from all such fees or classes. Should the Contractor, his or her agents, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material or appliance supplied or required to be supplied or used under this contract, the Contractor shall promptly substitute other articles, materials or appliance, in lieu thereof, of equal efficiency, quality, finish, suitability and market value and satisfactory in all respects to the Engineer. Or, in the event that the Engineer elects, in lieu of such substitution, to have supplied and to retain and use, any such invention, article, material or appliance, as may by this contract be required to be supplied, in that event the Contractor shall pay such royalties and secure such valid licenses as may be requisite and necessary for the City, its officers, agents, servants and employees, or any of them, to use such invention, article, material or appliance without being disturbed or in any way interfered with by any proceeding in law or equity on account thereof. Should the Contractor neglect or refuse to make the substitution promptly, or to pay such royalties and secure such licenses as may be necessary, then in that event the Engineer shall ,;r e the right to make such substitution, or the City may pay such royalties and secure such licenses and c 14. the cost thereof against any money due to the Contractor from the City or recover the amount there him or her and his or her sureties notwithstanding final payment under this contract may have been nr. 6-07. Protection of Contractor's Work Property. The Contractor sI rotect his or her work, supplies and materials from damage due to the nature of the work, the action of4Re elements, trespassers, or any cause whatsoever under his or her control, until the completion and ac once of the work. Neither the City nor any of its agents assumes any responsibility for collecting indemni m any person or persons causing damage to the work of the Contractor. Q Q 6-08. Regulations and Permits. The Contractor sh �cure and pay for all permits, give all notices and comply with all laws, ordinances, rules and regulats bearing on the conduct of the work as drawn and specified. If the Contractor observes that the Plavcat Special Provisions are at variance therewith, he or she shall promptly notify the Engineer in writing adny necessary changes shall be adjusted as provided in the contract for changes in the work. The con r and any subcontractors shall each secure and maintain a valid City of Ukiah Business License. Tity of Ukiah will issue a no fee encroachment permit to the Contractor allowing him or her to perform, rk within City right of way or within City property after the Contract Documents have been executed a_ nsurance certificates and endorsements have been approved by the City. ��• P 6-09. Construction Utilitie \The Contractor shall be responsible for providing for and in behalf of his or her work under this contractt, at '.,essary utilities, such as special connection to water supply, telephones, power lines, fences, roads, wt en, suitable storage places, etc. 6-10. Approval of/ttractor's Plans. The approval by the Engineer of any drawing or any method of work proposed by the Contractor in accordance with paragraph 8-06 shall not relieve the Contractor of any of his or her responsibility for his or her errors therein and shall not be regarded as any assumption of risk or liability by the City or any officer or employee thereof and the Contractor shall have no claim under this contract on account of the failure or partial failure or inefficiency of any plan or method so approved. Such approval shall be considered to mean merely that the Engineer has no objection to the Contractor's using, upon his or her own full responsibility the plan or method approved. 6-11. Suggestions to the Contractor. Any plan or method of work suggested by the Engineer to the Contractor, but not specified or required, if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor; and the Engineer and the City shall assume no responsibility thereof. 6-12. Termination of Unsatisfactory Subcontracts. Should any subcontractor fail to perform in a satisfactory manner the work undertaken by him, such subcontract shall be terminated immediately by the Contractor upon notice from the Engineer. TRANSPORTATION IMPROVEMENTS FOR 10 Spec.No. 17-09 REDWOOD BUSINESS PARK 6-13. Preservation of Stakes and Marks. The Contractor shall preserve carefully bench marks, reference points and stakes and in case of destruction he or she shall replace his or her stakes, reference points and bench marks and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance. Contractor's attention is directed to Section 7-03 of these Special Provisions. 6-14. Assistance to Engineer. At the request of the Engineer the Contractor shall provide men from his or her force and tools, stakes and other materials to assist the Engineer temporarily in making measurements and surveys and in establishing temporary or permanent reference marks. Payment for such materials and assistance will be made as provided for under the caption "Extra Work," provided, however, that the cost of setting stakes and marks carelessly lost or destroyed by the Contractor's employees will be assessed to the Contractor. 6-15. Removal of Condemned Materials and Structures. The Contractor shall remove from the site of the work, without delay, all rejected and condemned materials or structures of any kind brought to or incorporated in the work and upon his or her failure to do so, or to make satisfactory progress in so doing, within forty-eight (48) hours after the service of a written notice from the Engineer, the condemned material or work may be removed by the City and the cost of such removal shall be taken out of the mon that may be due or may become due the Contractor on account of or by virtue of this contract. No rejected or condemned material shall again be offered for use by the Contractor under this Contract. 2 6-16. Proof of Compliance with Contract. In order that the Engineer v••etermine whether the Contractor has complied with the requirements of this contract, not readily enforc:.. through inspection and tests of the work and materials, the Contractor shall, at any time when reqt1 ed, submit to the Engineer properly authenticated documents or other satisfactory proofs as to his or` compliance with such requirements. 6-17. Errors and Omissions. If the Contractor, in the cob of the work, finds any errors or omissions in plans or in the layout as given by survey points and instr or if he or she finds any discrepancy between the plans and the physical conditions of the locality, he tale shall immediately inform the Engineer, in writing and the Engineer shall promptly verify the same. An rk done after such discovery, until authorized, will be done at the Contractor's risk. 6-18. Cooperation. The Contractor shall cerate with all other contractors who may be performing work in behalf of the City and workmen who may 11 ployed by the City on any work in the vicinity of the work to be done under this contract with the work ofish,ch contractors or workmen. he or she shall make good promptly, at his or her own expense, any injury orJOmage that may be sustained by other contractors or employees of the City at his or her hands. ��.• Any difference or conflict w may arise between the Contractor and other contractors, or between the contractor and workmen of ity in regard to their work shall be adjusted and determined by the Engineer. If the work of the Contra „Ns delayed because of any acts or omissions of any other contractor or of the City, the Contractor shall•p h:t account have no claim against the City other than for an extension of time. 6-19. Right of Contractor to Stop Work. Under the following conditions the Contractor shall have the right, if he or she so desires, to stop the work and terminate the contract upon ten (10) days written notice to the Engineer and recover from the City payment for all work actually performed and for all satisfactory materials actually delivered to the site of the work for permanent incorporation therein, all as may be shown by the estimate of the Engineer. (1) If the work is stopped under an order of any court or other competent public authority for a period of time of three (3) months through no act or fault of the Contractor or of anyone employed by him. (2) If the Engineer fails to issue the monthly certificate for payment in accordance with the terms of this contract. TRANSPORTATION IMPROVEMENTS FOR 11 Spec.No. 17-09 REDWOOD BUSINESS PARK (3) If the City fails to pay the Contractor within sixty (60) days after it shall have become due, as provided by the terms of this contract, any sum certified by the Engineer or awarded by the City. All provided that if such action to terminate the contract be not instituted by the Contractor within ten (10)days after the alleged existence of such condition and if written notice of such action be not at that time delivered to the City and the Engineer, then such right shall lapse until another occasion arises according to this section. 6-20. Hiring and Dismissal of Employees. The Contractor shall employ only such foremen, mechanics and laborers as are competent and skilled in their respective lines of work and whenever the Engineer shall notify the Contractor that any person on the work is, in his or her opinion, incompetent, unfaithful, intemperate or disorderly, or refuses to carry out the provisions of this contract, or uses threatening or abusive language to any person on the work representing the City, or is otherwise unsatisfactory, such person shall be discharged im mediately from the work and shall not be re-employed upon it except with the consent of the Engineer. 6-21. Wage Rates. 1. Contractor shall pay all mechanics and laborers employed or workin on the site of the work unconditionally and without subsequent deductions or rebate on any -- • nt the full amounts due at the time of payment at wage rates not less than those containe.,$ e applicable prevailing wage determination, regardless of any contractual relationship which du be alleged to exist between the Contractor and subcontractors and such laborers and mechan_iic 2. Contractor shall comply with the California Labor Coden 1775. In accordance with said Section 1775, Contractor shall forfeit as a penalty to the Ow , 50.00 (or the higher minimum penalty as provided in Section 1775(B)(ii) — (iii))for each calenea ay or portion thereof, for each workman paid less than the stipulated prevailing rates for such r or craft in which such workman is employed for any work done under the Contract by him or hc� by any subcontractor under him or her in violation of the provisions of the Labor Code and in .4%1! . ular, Labor Code Sections 1770 to 1780, inclusive. In addition to said penalty and pursuant Section 1775, the difference between such stipulated prevailing wage rates and the amount"( to each workman for each calendar day or portion thereof for which each workman was paid Ishan the stipulated prevailing wage rate shall be paid to each workman by the Contractor. i 3. Pursuant to the provision of_ ection 1770 of the Labor Code of the State of California, Owner has ascertained the general ailing rate of wages (which rate includes employer payments for health and welfare, vacation, Ion and similar purposes) applicable to the work to be done, for straight time work. The holid wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreeof the particular craft, classification or type of workmen concerned. Copies of the General .fling Wage Determination are available on the Internet at web address: http://www.di4...•ov/DLSR/PWD The Contractor shall post the wage determination at the site of work in a prominglt •lace where it can easily be seen by the workers. 4. City will not recognize any claim for additional compensation because the Contractor has paid any rate in excess of the prevailing wage rate obtained by the Contractor. The possibility of wage increases is one of the elements to be considered by the Contractor in determining his or her bid and will not in any circumstances be considered as the basis for a claim against the City. 5. The Labor Commissioner through the Division of Labor Standards Enforcement (DLSE) may at any time require contractors and subcontractors to furnish electronic certified payroll records directly to DLSE. Commencing with contracts awarded or after April 1, 2015, all contractors and subcontractors must furnish electronic certified payroll records directly to the DLSE. 6. Travel and Subsistence Payments. TRANSPORTATION IMPROVEMENTS FOR 12 Spec.No. 17-09 REDWOOD BUSINESS PARK Contractor shall make travel and subsistence payments to each workman needed to execute the work in accordance with the requirements in Section 1773.8 of the Labor Code (Chapter 880, Statutes of 1968). 7. Apprentices. Attention is directed to the provisions in Sections 1777.5 (Chapter 1411, Statutes of 1968) and 1777.6 of the California Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Contractor and any subcontractor under him or her shall comply with the requirements of said sections in the employment of apprentices. Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. 6-22. Cleaning Up. The Contractor shall not allow the site of the work to become littered with trash and waste material, but shall maintain the same in a neat and orderly condition through-4, the construction period. The Engineer shall have the right to determine what is or is not waste material • .•bish and the place and manner of disposal. �✓ • On or before the completion of the work, the Contractor shall without c',4,as,- therefore carefully clean out all pits, pipes, chambers or conduits and shall tear down and remove all e aorary structures built by him or her and shall remove rubbish of all kind from any of the grounds which I' or she has occupied and leave them in first class condition. `V 6-23. Guaranty. All work shall be guarantied for a period off year from the date of acceptance by the City. The Contractor shall promptly make all needed repairs Ong out of defective materials, workmanship and equipment. The City is hereby authorized to make such rep . within ten days after the mailing of a notice in writing to the Contractor or his or her agent, the Contr KCI)shall neglect to make or undertake with due diligence the aforesaid repairs, provided, however, that i cse of an emergency where, in the opinion of the City delay would cause serious loss or damage, repay be made without notice being sent to the Contractor and the Contractor shall pay the costs thereof., Pursuant to the provisions of Sec I --03 of these Special Provisions, the Contractor shall furnish a Defective Material and Workmanship Bon ( an amount not less than 5 percent of the final contract price, which shall be effective for a period of o4, l)year after the completion and acceptance of the work. `v (< CTION 7. RESPONSIBILITIES AND RIGHTS OF CITY 7-01. Authority o1ihtEngineer. All work done under this contract shall be done in a workmanlike manner and shall be performed to the reasonable satisfaction of the Engineer, who shall have general supervision of all work included hereunder. To prevent disputes and litigation, the Engineer (1) shall in all cases determine the amount, quality, acceptability and fitness of the several kinds of work and materials which are to be paid for under this contract, (2) shall decide all questions relative to the true construction, meaning and intent of the Special Provisions and Drawings, (3) shall decide all questions which may arise relative to the classifications and measurements of quantities and materials and the fulfillment of this contract and (4) shall have the power to reject or condemn all work or material which does not conform to the terms of this contract. his or her estimate and decision in all matters shall be a condition precedent to an appeal for arbitration, or the right of the Contractor to receive, demand, or claim any money or other compensation under this agreement and a condition precedent to any liability on the part of the City to the Contractor on account of this contract. Whenever the Engineer shall be unable to act, in consequence of absence or other cause, then such engineer as the Engineer or the City shall designate, shall perform any and all of the duties and be vested with any or all of the powers herein given to the Engineer. TRANSPORTATION IMPROVEMENTS FOR 13 Spec.No. 17-09 REDWOOD BUSINESS PARK 7-02. Inspection. The City will provide engineering personnel for the inspection of the work. The Engineer and his or her representatives shall at all times have access to the work whenever it is in preparation or progress and the Contractor shall provide proper facilities for such access and inspection. If the Special Provisions, the Engineer's instruction, laws, ordinances, or any public authority require any work to be specially tested or approved, the Contractor shall give the Engineer timely notice of its readiness for inspection and, if the inspection is by an authority other than the Engineer, of the date fixed for such inspection. Inspections by the Engineer shall be promptly made at the source of supply where practicable. If any work shall be covered up without approval or consent of the Engineer, it must, if required by the Engineer, be uncovered for examination and properly restored at the Contractor's expense. Re-examination of any work may be ordered by the Engineer and, if so ordered, the work must be uncovered by the Contractor. If such work is found to be in accordance with the contract documents, the City shall pay the cost of re-examination and replacement. If such work is not in accordance with the contract documents, the Contractor shall pay such cost. Properly authorized and accredited inspectors shall be considered to be the repres-otatives of the City limited to the duties and powers entrusted to them. It will be their duty to inspect materia . d workmanship of those portions of the work to which they are assigned, either individually or colle = , under instructions of the Engineer and to report any and all deviations from the Drawings, Spe,,A•rovisions and other contract provisions which may come to their notice. Any inspector may be con y..- ed to have the right to order the work entrusted to his or her supervision stopped, if in his or her opini r ►ch action becomes necessary, until the Engineer is notified and has determined and ordered that the nmay proceed in due fulfillment of all contract requirements. ``V 7-03. Surveys. Contractor shall furnish all land surveys, e,ish all base lines and bench marks and make sufficient detailed surveys needed for working points, lind elevations. The Contractor shall develop all slope stakes and batter boards. Contractor shall alt evelop all additional working points, lines and elevations as he or she may desire to facilitate his orr methods and sequence of construction. 0 7-04. Rights-of-Way. The City will provide I'cessary rights-of-way and easements in or beneath which work will be performed by the Contractor untythis contract. 7-05. Retention of Imperfect Work. If p*portion of the work done or material furnished under this contract shall prove defective and not in accor.�ance with the Plans and Special Provisions, and if the imperfection in the same shall not be of sufficie tRagnitude or importance to make the work dangerous or undesirable, the Engineer shall have the right a •'. thority to retain such work instead of requiring the imperfect work to be removed and reconstructed, • e or she shall make such deductions therefor in the payments due or to become due the Contracto .. may be just and reasonable. 7-06. Changes in t ork. The Engineer shall have the right, in writing, to order additions to, omissions from, or correction erations and modifications in the line, grade, form, dimensions, plan, or kind or amount of work or materials herein contemplated, or any part thereof, either before or after the beginning of construction. However, the arithmetical sum of the cost to the City of additions and subtractions from the work under this contract shall not exceed 10 percent of original contract amount or$5,000, whichever is the greater, unless based upon a supplementary agreement to be made therefore. The order of such additions, omissions, corrections, alterations and modifications shall be in writing and signed by the Engineer and, in order, shall then be binding upon the Contractor. The Contractor shall proceed with the work as changed and the value of such change shall be determined as provided for in section 10-07 of these Special Provisions. Such alterations shall in no way affect, vitiate, or make void this contract or any part thereof, except that which is necessarily affected by such alterations and is clearly the evident intention of the parties to this contract. 7-07. Additional Drawings by City. The drawings made a part of this contract at the time of its execution are intended to be fairly comprehensive and to indicate in more or less detail the scope of the work. In addition TRANSPORTATION IMPROVEMENTS FOR 14 Spec.No. 17-09 REDWOOD BUSINESS PARK to these drawings, however, the Engineer shall furnish such additional drawings from time to time during the progress of the work as are necessary to make clear or to define in greater detail the intent of the Special Provisions and the contract drawings and the Contractor shall make his or her work conform to all such drawings. 7-08. Additional and Emergency Protection. Whenever, in the opinion of the Engineer, the Contractor has not taken sufficient precautions for the safety of the public or the protection of the works to be constructed under this contract, or of adjacent structures or property which may be injured by the processes of construction on account of such neglect and whenever, in the opinion of the Engineer, an emergency shall arise and immediate action shall be considered necessary in order to protect public or private, personal or property interest, then and in that event, the Engineer, with or without notice to the Contractor may provide suitable protection to the said interests by causing such work to be done and such material to be furnished as shall provide such protection as the Engineer may consider necessary and adequate. The cost and expense of such work and material so furnished shall be borne by the Contractor and, if the same shall not be paid on presentation of the bills therefor, then such costs shall be deducted from any amounts due or to become due the Contractor. The performance of such emergency work under the direction of the Enginee II in no way relieve the Contractor from any damages which may occur during or after such pre ' n has been taken by the Engineer. 7-09. Suspension of Work. The City may at any time suspend thew for any part thereof by giving five (5) days written notice to the Contractor. The work shall be resumed bye Contractor within ten (10) days after the date fixed in the written notice from the City to the Contr �f"en so to do. The City shall reimburse the Contractor for expense incurred by the Contractor in connection the work under this contract as a result of such suspension. Q If the work, or any part thereof, shall be stopped by the,Q in writing aforesaid and if the City does not give notice in writing to the Contractor to resume work at to within ten (10) days of the date fixed in the written notice to suspend, then the Contractor may aban gnat portion of the work so suspended and he or she will be entitled to the estimates and payments fo 1Q work done on the portions so abandoned, if any, plus 5 percent of the value of the work so abaned, to compensate for loss of overhead, plant expense and anticipated profit. 7-10. Right of City to Terminate Cektract. If the Contractor should be adjudged a bankrupt, or if he or she should make a general assignme ger the benefit of his or her creditors, or if a receiver should be appointed on account of his or her insolv y, or if he or she should persistently or repeatedly refuse or should fail, except in cases for which ext 'on of time is provided, to supply sufficient properly skilled workmen or proper materials, or if he or she d fail to make prompt payments to subcontractors or for material or labor, or persistently disregard ordinances or the instructions of the Engineer, or otherwise be guilty of a substantial violation y provision of the contract, then the City, upon the certificate of the Engineer that sufficient cause exfs to justify such action, may, without prejudice to any other right or remedy and after giving the Contractor seven days written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances and finish the work by whatever method the City may deem expedient. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the City. The expense incurred by the City as herein provided and the damage incurred through the Contractor's default, shall be certified by the Engineer. 7-11. Use of Completed Portions. The City shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions which may not have expired; but such taking possession and using shall not be deemed an acceptance of any work not completed in accordance with the contract documents. If such prior use increases the cost of or delays the work, the Contractor shall be entitled to such extra compensation, or extension of time or both, as the Engineer may determine. TRANSPORTATION IMPROVEMENTS FOR 15 Spec.No. 17-09 REDWOOD BUSINESS PARK SECTION 8. WORKMANSHIP, MATERIALS and EQUIPMENT 8-01. General Quality. Materials and equipment shall be new and of a quality equal to that specified or approved. Work shall be done and completed in a thorough and workmanlike manner. 8-02. Quality in Absence of Detailed Specifications. Whenever under this contract it is provided that the Contractor shall furnish materials or manufactured articles or shall do work for which no detailed specifications are set forth, the materials or manufactured articles shall be of the best grade in quality and workmanship obtainable in the market from firms of established good reputation, or, if not ordinarily carried in stock, shall conform to the usual standards for first-class materials or articles of the kind required, with due consideration of the use to which they are to be put. In general, the work performed shall be in full conformity and harmony with the intent to secure the best standard of construction and equipment of the work as a whole or in part. 8-03. Materials and Equipment Specified by Name. Whenever any material or equipment is indicated or specified by patent or proprietary name or by the name of the manufacturer, such specification shall be considered as used for the purpose of describing the material or equipment desired and shall be considered as followed by the words "or approved equal'. The Contractor may offer any materi or equipment which shall be equal in every respect to that specified, provided that written approval first is o ed from the Engineer. 8-04. Source of Materials. Price, fitness and quality being equal, prefere :� all be given by the Contractor for supplies grown, manufactured or produced in the State of California*pa:, next, for such products partially produced in this State in accordance with Government Code Section 4 8-05. Storage of Materials. Materials shall be so stored to ens e preservation of their quality and fitness for the work. They shall be so located and disposed that prom proper inspection thereof may be made. cs 8-06. Drawings, Samples and Tests. As soon as pose after execution of the contract, the Contractor shall submit to the Engineer, in quintuplicate, sufficient if/ r'tnation including, if necessary, assembly and detail drawings to demonstrate fully that the equipment an ferials to be furnished comply with the provisions and intent of these Special Provisions and Drawings. Itinformation thus submitted indicates the equipment or nomaterials is acceptable, the Engineer will ret;ine copy stamped with his or her approval; otherwise, one copy will be returned with an explanation o "Ni the equipment or material is unsatisfactory. The Contractor shall have no claims for damages or fo nsion of time on account of any delay due to the revision of drawings or rejection of material. Fabric9t n or other work performed in advance of approval shall be done entirely at the Contractor's risk. After4proval of equipment or material, the Contractor shall not deviate in any way from the design and specificNti,as given without the written consent of the Engineer. When requested by the Engi , a sample or test specimens of the materials to be used or offered for use in connection with the work be prepared at the expense of the Contractor and furnished by him or her in such quantities and siz3 may be required for proper examination and tests, with all freight charges prepaid and with information their sources. All samples shall be submitted before shipment and in ample time to permit the making of proper tests, analyses, or examination before the time at which it is desired to incorporate the material into the work. All tests of materials furnished by the Contractor shall be made by the Engineer. Samples shall be secured and tested whenever necessary to determine the quality of the material. SECTION 9. PROSECUTION OF WORK 9-01. Equipment and Methods. The work under this contract shall be prosecuted with all materials, tools, machinery, apparatus and labor and by such methods as are necessary to the complete execution of everything described, shown, or reasonably implied. If at any time before the beginning or during the progress of the work, any part of the Contractor's plant or equipment, or any of his or her methods of execution of the work, appear to the Engineer to be unsafe, inefficient, or inadequate to insure the required quality or the rate of progress of the work, he or she may order the Contractor to increase or improve his or her facilities or methods and the Contractor shall comply promptly with such orders; but, neither compliance with such orders nor failure of the Engineer to issue such orders shall relieve the Contractor from his or her obligation to secure the degree TRANSPORTATION IMPROVEMENTS FOR 16 Spec.No. 17-09 REDWOOD BUSINESS PARK of safety, the quality of the work and the rate of progress required of the Contractor. The Contractor alone shall be responsible for the safety, adequacy and efficiency of his or her plant, equipment and methods. 9-02. Time of Completion. The Contractor shall promptly begin the work under this contract and shall complete and make ready for full use all portions of the project made the subject of this contract within the time set forth in the agreement bound herewith. 9-03. Avoidable Delays. Avoidable delays in the prosecution or completion of the work shall include all delays which might have been avoided by the exercise of care, prudence, foresight and diligence on the part of the Contractor. The City will consider as avoidable delays within the meaning of this contract (1) delays 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 submitting plans to the Engineer for approval and from the making of surveys, measurements, inspections, and testing and (3) such interruptions as may occur in the prosecution of the work on account of the reasonable interference of other contractors employed by the City which do not necessarily prevent the completion of the whole work within the time herein specified. 9-04. Unavoidable Delays. Unavoidable delays in the prosecution or comp of the work under this contract shall include all delays which may result, through cause beyond t trol of the Contractor and which he or she could not have provided against by the exercise of care,v ence, foresight and diligence. Orders issued by the City changing the amount of work to be done, the 'V tity of material to be furnished or the manner in which the work is to be prosecuted and unforeseen dela the completion of the work of other contractors under contract with the City will be considered unavoi b e delays, so far as they necessarily interfere with the Contractor's completion of the whole of the w c! Delays due to normally adverse weather conditions will not be regarded as unavoidable delays. F�stever, truly abnormal amounts of rainfall, temperatures or other weather conditions for the location of?‘work and time of year may be considered as unavoidable delays if those conditions necessarily cause�®l y in the completion of the work. 9-05. Notice of Delays. Whenever the Contractor"sees any delay in the prosecution of the work and, in any event, immediately upon the occurrence of delay which the contractor regards as an unavoidable delay, he or she shall notify the Engineer in vi of the probability of the occurrence of such delay and its cause, in order that the Engineer mayt mmediate steps to prevent, if possible, the occurrence or continuance of the delay, or, if this cane" �►done, may determine whether the delay is to be considered avoidable or unavoidable, how long it corytitues and to what extent the prosecution and completion of the work are to be delayed thereby. �-'.'k 9-06. Extension of Time. Sho. ny delays occur which the Engineer may consider unavoidable, as herein defined, the Contractor shall, .• uant to his or her application, be allowed an extension of time proportional to said delay or delays, bey.',. the time herein set forth, in which to complete this contract; and liquidated damages for delay shale• •e charged against the Contractor by the City during an extension of time granted because of unavoiday. :-lay or delays. Any claim by Contractor for a time extension based on unavoidable delays shall be based on written notice delivered to the Engineer within 15 days of the occurrence of the event giving rise to the claim. Failure to file said written notice within the time specified shall constitute a waiver of said claim. Notice of the full extent of the claim and all supporting data must be delivered to the Engineer within 45 days of the occurrence unless the Engineer specifies in writing a longer period. All claims for a time extension must be approved by the Engineer and incorporated into a written change order. 9-07. Unfavorable Weather and Other Conditions. During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the work as shall not be damaged thereby. No portions of the work whose satisfactory quality or efficiency will be affected by any unfavorable conditions shall be constructed while these conditions remain, unless, by special means or precautions approved by the Engineer, the Contractor shall be able to overcome them. The Contractor shall be granted a time extension of one day for each unfavorable weather day which prevents him or her from placing concrete forms or placing and finishing concrete or asphalt concrete. Such unfavorable TRANSPORTATION IMPROVEMENTS FOR 17 Spec.No. 17-09 REDWOOD BUSINESS PARK weather day is defined as a rain day where precipitation prevents the contractor from performing the work more than four(4)continuous hours within the authorized work period or a temperature day where the ambient temperature is below that specified for the placement of materials associated with the controlling work item for more than four(4)continuous work hours of the authorized work period. 9-08. Saturday, Sunday, Holiday and Night Work. No work shall be done between the hours of 6 p.m. and 7 a.m., nor on Saturdays, Sundays or legal holidays except such work as is necessary for the proper care and protection of work already performed, or except in cases of absolute necessity and in any case only with the permission of the Engineer. It is understood, however, that night work may be established as a regular procedure by the Contractor if he or she first obtains the written permission of the Engineer and that such permission may be revoked at any time by the Engineer if the Contractor fails to maintain at night adequate force and equipment for reasonable prosecution and to justify inspection of the work. 9-09. Hours of Labor. Eight (8) hours of labor shall constitute a legal days work and the Contractor or any subcontractor shall not require or permit more than eight hours of labor in a day from any person employed by him or her in the performance of the work under this contract, unless paying pensation for all hours worked in excess of eight (8) hours per day at not less than 1% times the basi of pay. The Contractor shall forfeit to the City, as a penalty, the sum of twenty-five dollars ($25.00)fo workman employed in the execution of the contract by him or her or by any subcontractor, for eaciMendar day during which such laborer, workman, or mechanic is required or permitted to labor mor-4 -n eight hours in violation of the provisions of Section 1810 to 1816, inclusive, (Article 3, Chapter 1, Pala Division 2)of the Labor Code of the State of California and any acts amendatory thereof. Q `` SECTION 10. PAY 9 10-01. Certification by Engineer. All payments underOcon``tract shall be made upon the presentation of certificates in writing from the Engineer and shall show .fthe work covered by the payments has been done and the payments thereof are due in accordance witC)KkUis contract. 10-02. Progress Estimates and Payment. T�.ie'ngineer shall, within the first seven (7)days of each month, make an estimate of the value of the worldNformed in accordance with this contract during the previous calendar month. The first estimate shall be of the . lue of the work satisfactorily completed in place and meeting the requirements of the contract. AndAry subsequent estimate, except the final estimate, shall be of the value of the work satisfactorily complete• yo lace since the last preceding estimate was made; provided, however, that should the Contractor fail to • ere to the program of completion fixed in this contract, the Engineer shall deduct from the next ands` subsequent estimates the full calculated accruing amount of the liquidated damages to the date of -%estimate, until such time as the compliance with the program has been restored. The estimate shall sofigned by the Engineer and, after approval, the City shall pay or cause to be paid to the Contractor in the manner provided by law, an amount equal to 95 percent of the estimated value of the work satisfactorily performed and complete in place. 10-03. Substitution of Securities. 1. At such times that Pubic Contract Code Section 22300 is in effect Contractor may propose the substitution of securities of at least equal market value for any moneys to be withheld to ensure performance under the Contract. Market value shall be determined as of the day prior to the date such substitution is to take place. Such substitution shall be made at the request and expense of the Contractor. The securities shall be one or more of the following types: (a) Bonds or interest-bearing notes or obligations of the United States, or those for which the faith and credit of the United States are pledged for the payment of principal and interest. TRANSPORTATION IMPROVEMENTS FOR 18 Spec.No. 17-09 REDWOOD BUSINESS PARK (b) Bonds or interest-bearing notes on obligations that are guaranteed as to principal and interest by a federal agency of the United States. (c) Bonds of the State of California, or those for which the faith and credit of the State of California are pledged for the payment of principal and interest. (d) Bonds or warrants, including, but not limited to, revenue warrants, of any county, city, metropolitan water district, California water district, California water storage district, irrigation district in the State of California, municipal utility district, or school district of the State of California, which are rated by Moody's or Standard and Poor as A or better. (e) Bonds, consolidated bonds, collateral trust debentures, consolidated debentures, or other obligations issued by federal land banks or federal intermediate credit banks established under the Federal Farm Loan Act, as amended; debentures and consolidated debentures issued by the Central Bank for Cooperatives and banks for cooperatives established under the Farm Credit Act of 1933, as amended; bonds, or debentures of the Federal Home Loan Bank Board established under the Federal Home Loan Bank Act; and stock, bonds, debentures and other obligations of the Federal National Mortgage Association established under the National Housing Act as arsnded and bonds of any Federal Home Loan Mortgage Corporation. �w� A,—.../ Commercial paper of"prime"qualityas defined bya nationally rr.•• ed organization which rates such securities. Eligible paper is further limited to issuing corp ins: (1) organized and operating within the United States; (2) having total assets in excels of five hundred million dollars ($500,000,000); and (3) approved by the Pooled Money In4tment Board of the State of California. Purchases of eligible commercial paper may not excee & days' maturity, nor represent more than 10 percent of the outstanding paper of an issuing corpn. cs (g) Bills of exchange or time drafts on and acQed by a commercial bank, otherwise known as bankers acceptances, which are eligible for pur.'".Se by the Federal Reserve System. (h) Certificates of deposits issued by tonally or state-chartered bank or savings and loan association. (i) The portion of bank loans -►• •bligations guaranteed by the United States Small Business Administration or the United Stat9s armers Home Administration. (j) Student loan notes in el under the Guaranteed Student Loan Program established pursuant to the Higher Education A (1965, as amended (20 U.S.C. 1001, et seq.) and eligible for resale to the Student Loan Mar g Association established pursuant to Section 133 of the Education Amendments of 1 s amended (20 U.S.C. 1087-2). (k) Obligati"0 sued, assumed or guaranteed by International Bank for Reconstruction and Developmeq,`the Inter-American Development Bank, the Asian Development Bank, or the Government evelopment Bank of Puerto Rico. (I) Bonds, debentures and notes issued by corporations organized and operating within the United States. Such securities eligible for substitution shall be within the top three ratings of a nationally recognized rating service. 2. The securities shall be deposited with City or with any commercial bank as escrow agent, who shall arrange for transfer of such securities to the Contractor upon satisfactory completion of the contract. Any interest accrued or paid on such securities shall belong to the Contractor and shall be paid upon satisfactory completion of the contract. The market value of the securities deposited shall at all times be maintained in an amount at least equal, in the sole judgment of City, to the moneys to be withheld pursuant to the Contract Documents to ensure performance of the Contract. In order to comply with this condition, Contractor shall deposit additional securities as necessary upon request by City or the escrow agent. TRANSPORTATION IMPROVEMENTS FOR 19 Spec.No. 17-09 REDWOOD BUSINESS PARK 3. Upon acceptance of any Proposal that includes substituting securities for amounts withheld to ensure performance, a separate escrow agreement satisfactory in form and substance to City shall be prepared and executed by City, the Contractor and the escrow agent, which may be City. The escrow agreement shall specify, among other matters, value of securities to be deposited; procedures for valuing the securities and for adding or withdrawing securities to maintain the market value of the deposited securities at least equal to the amount of moneys which would otherwise be withheld; the terms and conditions of conversion to cash in case of the default by the Contractor; and terms, conditions and procedure for termination of the escrow. City shall have no obligation to enter any such Agreement that does not provide the City with the unilateral right to convert securities to cash and to gain immediate possession of the cash. 10-04. Acceptance. The work must be accepted by vote of the City Council of the City of Ukiah when the whole shall have been completed satisfactorily. The Contractor shall notify the Engineer, in writing, of the completion of the work, whereupon the Engineer shall promptly, by personal inspection, satisfy himself as to the actual completion of the work in accordance with the terms of the contract and shall thereupon recommend acceptance by the City Council. 10-05. Final Estimate and Payment. The Engineer shall, as soon as practicable r the final acceptance of the work done under this contract, make a final estimate of the amount of work d ereunder and the value thereof. O Such final estimate shall be signed by the Engineer, and after approval, ity shall pay or cause to be paid to the Contractor, in the manner provided by law, the entire sum so fou be due hereunder, after deducting therefrom all previous payments and such other lawful amounts as therms of this contract prescribe. 5.1 In no case will final payment be made in less than thirty-k 35) days after the filing of the notice of completion with the County Recorder. Q 10-06. Delay Payments. Should any payment due thitOntractor or any estimate be delayed, through fault of the City beyond the time stipulated, such delay sh of constitute a breach of contract or be the basis for a claim for damages, but the City shall pay the Co I®t r interest on the amount of the payment at the rate of 6 percent per annum for the period of such dela "(ie terms for which interest will be paid shall be reckoned, in the case of any monthly or progress paymem the twentieth day of the month next succeeding the month in which the work was performed to the •.c payment of the estimate; and in the case of the final estimate, from the forty-fifth day after acceptance t9 e date of payment of the final estimate. The date of payment of any estim- hall be considered the day on which the payment is offered or mailed as evidenced by the records of th- s'-asurer of the City. If interest shall become due on any delayed payment, the amount thereof, as deter -d by the City, shall be added to a succeeding payment. If the interest shall become due on the final p. '.1 --nt, it shall be paid on a supplementary voucher to interest or any sum or sums which, by the terms of tr/ontract, the City is authorized to reserve or retain. 10-07. Extra Workc Work Omitted. Whenever corrections, alterations, or modifications of the work under this contract ordered by the Engineer and approved by the City increase the amount of work to be done, such added work shall be known as "extra work"; and when such corrections, alterations, or modifications decrease the amount of work to be done, such subtracted work shall be known as "work omitted". When the Contractor considers that any changes ordered involve extra work, he or she shall immediately notify the Engineer in writing and subsequently keep him or her informed as to when and where extra work is to be performed and shall make claim for compensation therefor each month not later than the first day of the month following that in which the work claimed to be extra work was performed and he or she shall submit a daily complete statement of materials and labor used and expenses incurred on account of extra work performed, showing allocation of all materials, labor and expenses. All such claims shall state the date of the Engineer's written order and the date of approval by the City authorizing the work on account of which claim is made. Unless such notification is made in writing within the time specified and unless complete statements of materials used and expenses incurred on account of such extra work are furnished as above required, the Contractor shall not be entitled to payment on account of extra TRANSPORTATION IMPROVEMENTS FOR 20 Spec.No. 17-09 REDWOOD BUSINESS PARK work and Contractor shall be deemed to have waived the right to make any future claims for compensation for such extra work. When changes decrease the amount of work to be done, they shall not constitute a claim for damages on account of anticipated profits on the work that may be omitted. 10-08. Compensation for Extra Work or Work Omitted. Whenever corrections, additions, or modifications in the work under this contract change the amount of work to be done or the amount of compensation due the Contractor, excepting increases or decreases in contract items having unit contract prices for each measurable quantity installed in place, and such changes have been ordered in writing by the Engineer and approved by the City prior to the Contractor performing the extra work, then a price may be agreed upon. Failing such an agreement in price, the Contractor shall be compensated for performing extra work pursuant to the provisions of Section 4-1.03 D,"Extra Work", and Section 9-1.03,"Force Account Payment" of the Standard Specifications. This method of determining the price of work shall not apply to the performance of any work which is required or reasonably implied to be performed or furnished under this contract. 10-09. Compensation to the City for Extension of Time. In case the work c.il-. for under this contract is not completed within the time limit stipulated herein, the City shall have the r..- .s provided hereinabove, to extend the time of completion thereof. If the time limit be so extended, the r " all have the right to charge to the Contractor and to deduct from the final payment for the work the .y. -1 cost to the City of engineering, inspection, superintendence and other overhead expenses which are4P -ctly chargeable to the contract and which accrue during the period of such extension, except that the coo final unavoidable delays shall not be included in such charges. ``�V 10-10. Liquidated Damages for Delay. It is agreed by the<phies to the contract that time is of the essence and that, in case all the work is not completed beforeGp on the expiration of the time limit as set forth, damage, other than those cost items identified in sectio --09, will be sustained by the City and that it is and will be impracticable to determine the actual amou I_ damage by reason of such delay; and it is therefore agreed that the Contractor will pay to the City th 1I of five hundred dollars ($500.00) per day for each and every calendar days delay beyond the time prgsbed. SES s111. MISCELLANEOUS i 11-01. Notice. Whenever any provisn of the contract documents requires the giving of written notice, it shall be deemed to have been validly :i+ if delivered in person to the individual or to a member of the firm or to an officer of the corporation for .m it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last -►-.ness address known to the giver of the notice. If mailed, the notice shall be deemed received on the d- - delivery stated in the return receipt. 11-02. Computatio ime. When any period of time is referred to in the Contract Documents by days, it shall be computed tte clude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation. 11-03. Litigation and Forum Selection. Contractor and City stipulate and agree that any litigation relating to the enforcement or interpretation of this contract, arising out of Contractor's performance or relating in any way to the work shall be brought in Mendocino County and that venue will lie in Mendocino County. The parties waive any objections they might otherwise have to the propriety of jurisdiction or venue in the state courts in Mendocino County and agree that California law shall govern any such litigation. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto and, in particular but without limitation, the warranties, guaranties and obligations imposed upon the Contractor and all of the rights and remedies available to the City thereunder, shall be in addition to and shall not be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by law or contract, by special warranty TRANSPORTATION IMPROVEMENTS FOR 21 Spec.No. 17-09 REDWOOD BUSINESS PARK or guaranty, or by other provisions of the contract documents and the provisions of this paragraph shall be as effective as if repeated specifically in the contract documents in connection with each particular duty, obligation, right and remedy to which they apply. All warranties and guaranties made in the contract document shall survive final payment and termination or completion of this contract. 11-04. Waiver. The Contractor shall strictly comply with all notices and other contract requirements. Waiver by the City of any failure of the Contractor to comply with any term of the contract, including the notice provisions, shall not be deemed a waiver of a subsequent breach. 0..) O �Q QJ OHO Off-. O 4e- TRANSPORTATION IMPROVEMENTS FOR 22 Spec.No. 17-09 REDWOOD BUSINESS PARK TECHNICAL SPECIFICATIONS SECTION 12. GENERAL INFORMATION 12-01. Location and Scope of Work.All of the work to be performed is within the City of Ukiah and generally consists of reconstructing approximately 2,400 linear feet of Airport Park Boulevard, overlaying approximately 1,800 linear feet of Airport Park Boulevard, reconstructing and widening of specific portions of Talmage Road, reducing the width of Airport Park Boulevard north of Talmage Road and construction of new curb return, widening of Hastings Avenue east of South State Street, modification of the traffic signal at the intersection of Talmage Road and Airport Park Boulevard, modification of the traffic signal at the intersection of South State Street and Hastings Avenue, installation of a new traffic signal at the intersection of Airport Park Boulevard and Commerce Drive, removal of medians on Airport Park Boulevard, reconstruction of sidewalk, curb and gutter, striping and signing, ADA curb ramps, fencing and gates, relocation of fire hydrants, installation of new storm drainage piping and inlets, construction of new Low Impact Development (LID) drainage improvements, installation of permanent erosion controls and BMPs, signing and striping, and all associated clearing and demolition work.. General locations of the work are Talmage Road, Airport Park Boulevard, Commerce Drive, Hastings Avenue, South State Street and Washington Avenue. �w The Contractor should familiarize himself with the local conditions of the proje s. Failure to do so will in no way relieve him of the responsibility for performing any of the work or op . ns required as a part of this contract. Further information regarding the work or these specifications c.O. obtained from Richard Seanor at(707)463-6296. `� 12-02. Arrangement of Technical Specifications. The Technepecifications are arranged in sections covering the various phases of work as follows: ` Section No. 4 //;) 12 Ger 'nformation 13 ea ruction Details 14 lusions from General Conditions 15 `.S A mendments to General Conditions `.) 12-03. Arrangement of Plans. Gen_efaklocations and linear quantities of the work are shown in on the Plans. The Plans consist of fifty-seven (57i'2sl�eets numbered 1 through 57 and they are hereby made a part of the Contract Documents. `� 12-04. Business License e Contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business UK/ e prior to the start of any portion of the work. 12-05. Permits. TAjuntractor shall provide, procure, and pay for all permits required to complete this work. The Contractor shalcobtain an encroachment permit from the City of Ukiah Public Works Department at no cost prior to the start of the Work. The encroachment permit will not be issued until the Contract Agreement and bonds have been executed, submitted, and accepted by the City and all insurance endorsements have been submitted to and accepted by the City's Risk Manager. 12-06. Standard Specifications and Standard Plans. The Standard Specifications and Standard Plans of the California State Department of Transportation, 2010 with revisions, are hereby made a part of these Special Provisions and are hereinafter referred to as "Standard Specifications" and "Standard Plans." Whenever in the Standard Specifications and the Standard Plans the following terms are used, they shall be understood to mean and refer to the following: Department of Transportation -The City Council. Director of Public Works-The City of Ukiah Director of Public Works. TRANSPORTATION IMPROVEMENTS FOR 23 Spec.No. 17-09 REDWOOD BUSINESS PARK Engineer - The Engineer, designated by the City Council, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them. Laboratory - The designated laboratory authorized by the City of Ukiah to test materials and work involved in the contract. State-The City of Ukiah Other terms appearing in the Standard Specifications and the Standard Plans shall have the intent and meaning specified in Section I, Definition of Terms of the Standard Specifications. In case of discrepancy between the contract documents, the order of precedence from the highest to lowest is as follows: 1. (City) Special Provisions 2. (City) Project Plans 3. City Standard Plans and Details 4. Standard Plans �w 5. Standard Specifications nwsi✓ 12-07. Temporary Facilities. All temporary facilities are the responsibilit, a . Contractor. The removal of said facilities shall be the responsibility of the Contractor. The Contracts.•all be responsible for any and all damages to existing facilities which are a result of the work. QJ 12-08. Public Convenience and Safety. Attention is directe c Section 7-1.03, "Public Convenience," 7- 1.04, "Public Safety" of the Standard Specifications. The Con r shall conduct operations so as to cause the least possible obstruction and inconvenience to publict . The Contractor shall, at his or her expense, furnish such flag persons and furnish, erect, construct maintain such fences, barriers, lights, signs, detours, pedestrian walkways, driveway ramps and brid as may be necessary to give adequate warning to the public that work is in progress and that dangeroutnditions exist, to provide access to abutting properties and to permit the flow of pedestrian and vehicular tGJ to safely and expeditiously pass the work. 12-09. Maintaining Traffic. Attention is 914ted to Section 7-1.03, "Public Convenience," 7-1.04, "Public Safety," 12-1.02, "Flaggers," and 12-3,�`� raffic-Handling Equipment and Devices," of the Standard Specifications. ,`` Streets shall be open to through filar traffic during non-working hours. All public traffic shall be permitted to pass through the work with . re inconvenience and delay as possible. Access to abutting property and driveways shall be maintaine• • ring the performance of the work. The Contractor is advised that commercial and residential businesses t the Project Area. The Contractor shall provide advance written notification of the work and of tem.. : closures of driveways to the abutting property owners or managers of the businesses at least 0 • ness days prior to the start of the Work or the temporary closure of the driveway to the respective busilgs property. The format and content of the Notice by the Contractor shall be approved by the Engineer prior to its issuance to the public. The Contractor shall provide trench plates at driveways and left turn pockets after the trench and roadway excavation has been made at those particular locations. Full costs for"Maintaining Traffic", including "Flagging Costs", shall be considered as included in the lump sum bid items for Construction Area Signs and Traffic Control System and no additional compensation will be made therefor. 12.10. Stream Pollution. The Contractor shall exercise every reasonable precaution to prevent muddying or silting of live streams, and the Contractor's attention is called to the fact that the terms of this contract do not relieve him or her of responsibility for compliance with Sections 5650 and 12015 of the Fish and Game Code or other applicable statutes relating to pollution prevention or abatement. The Contractor's attention is also directed to Section 13, "Water Pollution Control," of the Standard Specifications and to Section 13-01, "Storm Water Pollution Prevention Plan", of the Construction Details concerning the requirement for submittal to the Engineer for approval a Storm Water Pollution Prevention Plan TRANSPORTATION IMPROVEMENTS FOR 24 Spec.No. 17-09 REDWOOD BUSINESS PARK (SWPPP) for the control of pollution to adjacent drainage courses during the construction of the project. Said SWPPP shall include the erosion control provisions required by Section 13-02, "Temporary Erosion Control", of the Construction Details. 12-11. Warranties. Unless otherwise indicated, the Contractor shall warrant all materials provided and work performed under this contract for a period of one (1) year from the date of final acceptance, except where longer warranties are specified herein. He shall replace promptly and at his own expense any materials and/or workmanship which fail during this warranty period. 12-12. Utilities. No water, sewer or electrical services will be provided by the owner. It is the Contractor's sole responsibility to arrange such services as necessary. 12-13. Dust Control. Dust control shall conform to the provisions of Section 10-5 "Dust Control" of the Standard Specifications. Full compensation for dust control shall be considered as included in the prices paid for the various contract items and no additional compensation will be made therefor. This includes the application of water or dust palliative for the purpose of controlling dust caused by construction and public traffic within the project area. The Contractor may at his option use water in accordance with the provisions of Section 17, "Watering," and dust palliative in accordance with the provisions of Se . n 18, "Dust Palliative- of the Standard Specifications except that the full compensation for applying dust Itive shall be considered as included in the prices paid for the various contract items of work and not tonal compensation will be made therefor. In accordance with the recommendations contained in the certified - -ct EIR, dust shall be managed all active construction areas by water at least twice daily and more ofteS••ring hot or windy periods or use of a dust palliative. The active areas adjacent to businesses and resi i I areas shall be kept damp at all times. Hauling trucks shall be covered or at least a two-foot freeboard* be maintained. ` Unpaved access roads, parking areas for construction eq 4,41 -nt and construction employee vehicles, staging areas, and storage areas shall be paved with hot mix .6 ' .It or have a stabilized access in accordance with the details of TC-1, "Stabilized Construction E n e/Exit," of the Caltrans Construction Site Best Management Practices Manual or Standard Plan Unpaved construction staging areas shall receive the application of either water twice daily or a dustta lye. All paved access roads, parking areas, staging areas, storage areas, and public roads impacted b work of the project shall be swept daily with street sweepers equipped with water spray to remove soil rials that have been deposited on these surfaces by reason of the work. i The Contractor shall enclose, coy water twice daily or apply non-toxic soil stabilizers or install erosion control blankets to or on exposeipiles, embankment slopes, and cut slopes. Traffic speeds on unpaved 'aces shall be limited to a maximum speed of 15 mph 12-14. Noise Contra . �e Contractor's attention is directed to the provisions of Section 14-8.02, "Noise Control", of the Sty•>rd Specifications and Section 9.08, Saturday, Sunday, Holiday, and Night Work, of these General Con. tions concerning the control of noise emissions and authorized work hours and days. Between 7:00 a.m. and 7:00 p.m., noise from Contractor's operations shall not exceed limits established by applicable laws or regulations and in no event shall exceed 86 dB at a distance of 50 feet from the noise source. The Contractor shall notify all residents within a 500-foot radius of the construction site about the proposed construction schedule. The notification shall be in writing and it shall be developed by the Contractor and submitted to the Engineer for approval a minimum of 5 working days prior to the proposed public notification. The City shall provide a Noise Disturbance Coordinator who shall be responsible for acting on any local complaints concerning the construction noise being generated by reason of the work of the project. The Contractor shall conspicuously post a telephone number for the Noise Disturbance Coordinator at the construction site and he shall include it in the construction schedule notice to be provided to the residents. The Noise Disturbance Coordinator shall investigate the noise complaint allegations and shall require the Contractor to implement reasonable measures to mitigate the noise level in accordance with the requirements of these General Conditions and of the Standard Specifications. TRANSPORTATION IMPROVEMENTS FOR 25 Spec.No. 17-09 REDWOOD BUSINESS PARK The Contractor shall locate all stationary noise generating construction equipment such as air compressors and generators as far as practical from the nearby residences and other noise sensitive land uses. The noise source shall be acoustically shielded when practical. The Contractor shall prohibit unnecessary idling of internal combustion engines. 12-15. Watering. The application of water shall be performed in accordance with the provisions of Section 17, "Watering," of the Standard Specifications except as modified by these Special Provisions. Full compensation for applying water where called for or as directed by the Engineer and for developing the water supply shall be considered as included in the prices paid for the various contract items and no additional compensation will be made therefore. The Contractor is advised that water may be obtained from fire hydrants within the project area under permit with the City's Public Utilities Department and upon the payment of a meter deposit. Permit application and inquiry as to the water usage fees are to be made at Public Utilities Department-Water Division Building within the City's Corporation Yard located at 1320 Airport Road, (707) 463-6200. 12-16. Preconstruction Conference. A preconstruction conference will be held before any work will be allowed to commence. This meeting will cover inspection, schedule for work, a►,i among other items, the responsibilities and procedures of each of the interested parties to assure that t • .ject will be completed in accordance with the contract documents. �✓ 12-17. Progress Schedule. Progress schedules will be required for .gontract and shall conform to the provisions in Section 8-1.O2C, "Level 2 Critical Path Method Schedule " he Standard Specifications. Critical Path Method (CPM) schedules shall be prepared using Microsoft PKi/ect software, or an equivalent software application approved by the Engineer. After baseline schedule i cepted by the Engineer, Contractor shall update and submit CPM schedule to Engineer for review ever ice weeks. Progress schedule (critical path method)will be paid for as described in Section 13-04``.77 12-18. Progress Meetings. The Engineer shall sch-;;'e, arrange and conduct progress meetings. These meetings shall be conducted once per week, or autually agreed by Contractor and City, and shall be attended by the Contractor's superintendent aulca esentatives of all subcontractors, utilities, and others, who are active in the execution of the Work. T, arpose of these meetings shall be to review the Contractor's CPM schedule, resolve conflicts, and in gen " incoordinate and expedite the execution of the Work. Engineer will make arrangements for meetings, pr� agenda with copies for participants, preside at meetings and record the meeting minutes. 12-19. Safety Requirements. T ontractor shall comply with all pertinent provisions of the Department of Labor "Safety and Health Regu.Whs for Construction (29 FCS Part 1518, 36 CFR 7340)", with additions or modifications thereto, in effeA ring construction of this project. `v 12.20. Final Paymen 5\ ection 9-1.O2C, "Final Pay Item Quantities," of the Standard Specifications is amended to read: �V 9-1.02C Final Pay Item Quantities When an item of work is designated as (F) or (S-F) in the Engineer's Estimate, the estimated quantity for that item of work shall be the final pay quantity, unless the dimensions of any portion of that item are revised by the Engineer, or the item or any portion of the item is eliminated. If the dimensions of any portion of the item are revised, and the revisions result in an increase or decrease in the estimated quantity of that item of work, the final pay quantity for the item will be revised in the amount represented by the changes in the dimensions, except as otherwise provided for minor structures in Section 51-7.O1D, "Payment." If a final pay item is eliminated, the final pay quantity will be revised in the amount represented by the eliminated portion of the item of work. The estimated quantity for each item of work designated as (F) or (S-F) in the Engineer's Estimate shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by computations, based on the details and dimensions shown on the Plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity. TRANSPORTATION IMPROVEMENTS FOR 26 Spec.No. 17-09 REDWOOD BUSINESS PARK In case of discrepancy between the quantity shown in the Engineer's Estimate for a final pay item and the quantity or summation of quantities for the item shown on the Plans, payment will be based on the quantity shown in the Engineer's Estimate. Final pay quantity designations shown on the Plans shall not apply. 0..) O �Q QJ OHO Off-. O —k 4e- TRANSPORTATION IMPROVEMENTS FOR 27 Spec.No. 17-09 REDWOOD BUSINESS PARK SECTION 13 -CONSTRUCTION DETAILS 13-00. Order of Work. 13-00.1 General. Order of work shall conform to the provisions in Section 8, "Prosecution and Progress," of the Standard Specifications and these Construction Details. The first order of work is to provide the Engineer with the traffic signal equipment and street lighting submittals within 5 days after approval of the contract. The second order of work shall be to furnish the Engineer with written verification that the order for the traffic signal equipment has been made within 5 days after approval of the traffic signal equipment submittals. Physical work on the site shall not commence until a "No Fee" encroachment permit is issued by the City of Ukiah to the Contractor. The Contractor shall apply for and obtain an encroachment permit from the California Department of Transportation (Caltrans) as required to construct improvements adjacent to the S Right-of-Way. All costs associated with applying for, obtaining and maintaining said permit shall be borneeVe Contractor. 13-00.02 Measurement and Payment. Full Compensation for conformin•.M e requirements of this section shall be considered as included in the prices paid for the various con . items of work and no additional compensation will be allowed therefor. J 13-01. Storm Water Pollution Prevention Plan V9 13-01.1 General. The project disturbs an area greater than e. Water pollution control work shall conform to the requirements in Section 13, "Water Pollution CO I," of the Standard Specifications, and these construction details. a52 Water pollution control work shall also conform t requirements and guidance included in the following Caltrans manuals: 1. Field Guide for Construction Site tering. 2. Storm Water Pollution Preventi9 Plan (SWPPP) and Water Pollution Control Program (WPCP) Preparation Manual (June 204k). 3. Construction Site Best M r1 ement Practices (BMP) Manual. 4. Construction Site Monitore Program (CSMP)Guidance Manual. Manuals and template\ are available at Caltrans Division of Construction website: http://www.dot.ca.gov/hOstruc/stormwater/. In addition, construgoo activities shall comply with: 1. The California Stormwater Quality Association Storm Water BMP Handbook for Construction (CASQA Handbook). BMPs shall be selected, installed and maintained in accordance with the latest edition. A copy of the handbook can be downloaded from CASQA, http://www.casga.org/. In this technical specification the CASQA Handbook BMP numbers are appended to the associated Standard Specification sections. If a conflict occurs the CASQA Handbook BMP's shall govern. The Contractor shall become fully informed of, and comply with the applicable Federal, State and local regulations that govern the Contractor's operations and storm water discharges from both the project site and areas of disturbance outside the project limits during construction. Unless arrangements for disturbance of areas outside the project limits are made by the Department and made part of the contract, it is expressly agreed that the Department assumes no responsibility to the TRANSPORTATION IMPROVEMENTS FOR 28 Spec.No. 17-09 REDWOOD BUSINESS PARK Contractor or property owner whatsoever with respect to any arrangements made between the Contractor and property owner to allow disturbance of areas outside the project limits. The Contractor shall be responsible for all costs and for any liability imposed by law as a result of the Contractor's failure to comply with the requirements set forth in this section "Water Pollution Control" including, but not limited to, compliance with the applicable provisions of Federal, State and local regulations. For the purposes of this paragraph, costs and liabilities include but are not limited to fines, penalties and damages whether assessed against the State or the Contractor, including those levied under the Federal Clean Water Act and the State Porter Cologne Water Quality Act. Conformance with the requirements of this section "Water Pollution Control," shall not relieve the Contractor from the Contractor's responsibilities, as provided in Section 5-1.36, "Property and Facility Preservation," Section 7-1.05, "Indemnification," and Section 7-1.06, "Insurance,"of the Standard Specifications. STORM WATER POLLUTION PREVENTION PLAN PREPARATION, APPROVAL AND UPDATES. The project disturbs more than 1 acre, therefore a SWPPP is required. The Project is risk level 2. Discharges of stormwater from the project must comply with the permit issue. . 'Ye North Coast RWQCB for National Pollutant Discharge Elimination System (NPDES) Order No. R1- i►01030, Permit No. CA0025054. The North Coast RWQCB permit governs stormwater and nonst•4 ater discharges resulting from construction activities in the project area. The North Coast RWQCB pe 44 ay be viewed online at: http://www.waterboards.ca.gov/northcoast ```V The QSD must prepare a CSMRP as part of the SWPPP. ThISMRP must be developed before starting job site activities and be revised to reflect current constructiorL ivities as necessary. Whenever a qualifying rain event produces runoff, s Ing and analysis work must comply with the Construction Site Monitoring and Reporting Progr 0 SMRP). The CSMRP must include: OS 1. Purpose 2. Visual monitoring inspections includin rocedures 3. Water quality sampling and anal including: 3.1.Visual monitoring proced 3.2.SAP for nonvisible pollufigs 3.3.SAP for nonstormwa , scharges 3.4.SAP for monitorin uired by RWQCB 3.5.SAP for pH an• •Idity 3.6.SAP for tem.,• .• active treatment systems 4. Watershed mo I'+ .ng option 5. Quality assurance and quality control 6. Reporting requirements and records retention 7. Noncompliance reporting 8. Annual report 9. Final report A storm water annual report must cover the preceding period from October 16th to October 15th. Submit a REAP whenever the National Weather Service is predicting a storm event in the form of rainfall with at least a 30 percent probability in the project area within 72 hours. The WPC manager must submit a REAP at least 24 hours before a forecasted storm event for construction activities occurring: 1. Between May 1 and October 1 TRANSPORTATION IMPROVEMENTS FOR 29 Spec.No. 17-09 REDWOOD BUSINESS PARK 2. During periods when construction activity is conducted under a variance to the land disturbance prohibition of the permit Submit the storm water annual report before October 31st if construction occurs from October 16th through October 15th or within 15 days after Contract acceptance if construction ends before October 15th. No work having potential to cause water pollution, as determined by the Engineer, shall be performed until the SWPPP has been approved by the Engineer. Specific objectives and minimum requirements for each category of control measures are contained in the Storm Water Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP) Preparation Manual. The Contractor shall consider the objectives and minimum requirements presented in the SWPPP-WPCP Preparation Manual for each of the above categories. When minimum requirements are listed for any category, the Contractor shall incorporate into the SWPPP and implement on the project, one or more of the listed minimum controls required in order to meet the pollution control objectives for the category. In addition, the Contractor shall consider other control measures presented in the SWPPP-WP Preparation Manual and shall incorporate into the SWPPP and implement on the project the control me s necessary to meet the requirements of the SWPPP. The Contractor shall document the selection ss in accordance with the procedure specified in the SWPPP-WPCP Preparation Manual. ^ The following contract items of work, as shown on the project Plans, s e incorporated into the SWPPP as critical temporary control measures: During construction and as par the erosion control measures: Place silt fence 5' beyond all grading limits. Place silt fence and straw at,s between all grading and stream. Place ESA fencing between all grading and stream. Place straw ba. .., rock bags or other approved BMPs around all storm drain inlets. The Contractor shall consider oth ntrol measures to supplement these critical temporary control measures when necessary to meet the Oa.ion control requirements of the SWPPP. The following contract items of work, as shown on thRproject Plans, shall be incorporated into the SWPPP as permanent post-construction control measures: o®ion control (jute mesh) mat at swale and other exposed soil areas, as indicated on the Plans. These o of measures shall be utilized as construction period control measures. Attention is directed to "Order ;t\Work" of these Construction Details. The Contractor shall consider other control measures to supp - t these permanent, post-construction control measures when necessary to meet the pollution controls quirements of the SWPPP. The Contractor shall maintain and protect the permanent control measus throughout the duration of the project and shall restore these controls to the lines and grades shown on tII�Plans prior to acceptance of the project. The Contractor shall amend `C WPPP, graphically and in narrative form, whenever there is a change in construction activities or tions which may affect the discharge of significant quantities of pollutants to surface waters, grounds : 'rs, municipal storm drain systems, or when deemed necessary by the Engineer. The SWPPP shall al v•• amended if the SWPPP has not achieved the requirements of reducing pollutants in storm water dischaCt . Amendments shall show additional control measures or revised operations, including those in areas not shown in the initially approved SWPPP, which are required on the project to control water pollution effectively. Amendments to the SWPPP shall be submitted for review and approval by the Engineer in the same manner specified for the initially approved SWPPP. Amendments shall be dated and attached to the on-site SWPPP document. The Contractor shall keep a copy of the SWPPP, together with updates, revisions and amendments at the project site. SPILL PREVENTION If a spill occurs at the construction site and the contractor does not take immediate and adequate steps to contain and clean up the spill, especially if rain is threatening or if a discharge to a storm drain or creek could occur, the City shall have the right, in its sole and absolute discretion, to clean up the spill using City forces or an independent contractor. The cost of any such cleanup, in addition to recovery of any penalty or fine imposed upon the City, plus an administrative charge of fifteen percent (15%)of the costs incurred by the City, TRANSPORTATION IMPROVEMENTS FOR 30 Spec.No. 17-09 REDWOOD BUSINESS PARK shall be deducted from any amounts owed to Contractor hereunder. In the event there are insufficient amounts owed to Contractor hereunder to cover the foregoing costs and charges, the City shall have the right to pursue any other remedy to recover same, including, but not limited to, proceeding against any surety or bond in favor of the City. The City's rights under this section are intended to be in addition to and not in lieu of any imposed by the City against Contractor for violations of City Code Chapter 8, "Stormwater Discharge". the following additional BMPs shall be implemented for street paving, repaving, reconstruction, patching or resurfacing. 1. Restrict paving and repaving activity to exclude periods of rainfall or predicted rainfall unless required by emergency conditions; 2. Install gravel bags and filter fabric or other appropriate inlet protection at all susceptible storm drain inlets and manholes to prevent paving products and tack coat from entering the storm drain; 3. Prevent the discharge of release agents including soybean oil, other oils, or diesel to the storm water drainage system or watercourses; 4. Minimize non-storm water runoff from water use for the roller and for evaporative cooling of the asphalt; 5. Clean equipment over absorbent pads, drip pans, plastic sheeting or material to capture all spillage and dispose of properly 6. Collect liquid waste in a container, with a secure lid, for transpr a maintenance facility to be reused, recycled, or disposed of properly per 13-4.O3D(5); 7. Collect solid waste by shoveling and vacuuming or sweeping `securing in an appropriate container for transport to a maintenance facility to be reused, recycled,�isposed of properly per 13-4.O3D(5); 8. Cover"cold-mix" asphalt (i.e., pre-mixed aggregate and Jalt binder)with protective sheeting during a rainstorm per 13-4.O3C(3); 9. Cover loads with tarp before haul-off to a storage sitecsuring that trucks are not overloaded; 10. Minimize airborne dust by using water spray durin ending per 14-9.03 and; 11. Avoid stockpiling soil, sand, sediment, asphalt 4'4rial and asphalt grindings materials or rubble in or near storm water drainage system or watercQq-ces per 13-4.O3C(1), 13-01.2 SWPPP Implementation. Uponpval of the SWPPP, the Contractor shall be responsible throughout the duration of the project for -Halling, constructing, inspecting and maintaining the control measures included in the SWPPP and a endments thereto and for removing and disposing of temporary control measures. Unless otherwise dir9 ed by the Engineer or specified in these construction details, the Contractor's responsibility for SWPPRkmplementation shall continue throughout any temporary suspension of work ordered in accordance vq- Section 8-1.06, "Suspensions," of the Standard Specifications. Requirements for installation struction, inspection, maintenance, removal and disposal of control measures are specified in th ndbook and these construction details. Soil stabilization practic `d sediment control measures, including minimum requirements, shall be provided throughout the durati the project. Implementation of soil stabilization practices and sediment control measures for soil-disturbed areas of the project site shall be completed prior to the start of any other construction activities. The Contractor shall demonstrate the ability and preparedness to fully deploy soil stabilization practices and sediment control measures to protect soil-disturbed areas of the project site before the onset of precipitation. The Contractor shall maintain a quantity of soil stabilization and sediment control materials on site equal to 30 percent of that sufficient to protect unprotected, soil-disturbed areas on the project site and shall maintain a detailed plan for the mobilization of sufficient labor and equipment to fully deploy control measures required to protect unprotected, soil-disturbed areas on the project site prior to the onset of precipitation. The Contractor shall include a current inventory of control measure materials and the detailed mobilization plan as part of the SWPPP. Soil-disturbed areas of the project site shall be considered to be non-active whenever soil disturbing activities are expected to be discontinued for a period of 10 or more days and the areas are fully protected. Areas that will become non-active shall be fully protected with soil stabilization practices and sediment control measures within 5 days of the discontinuance of soil disturbing activities or prior to the onset of precipitation, whichever is TRANSPORTATION IMPROVEMENTS FOR 31 Spec.No. 17-09 REDWOOD BUSINESS PARK first to occur. Active soil-disturbed areas of the project site shall be fully protected at the end of each day with soil stabilization practices and sediment control measures unless fair weather is predicted through the following work day. The weather forecast shall be monitored by the Contractor on a daily basis. The National Weather Service (http://www.weather.gov/) forecast shall be used. If precipitation is predicted prior to the end of the following work day, construction scheduling shall be modified, as required, and the Contractor shall deploy functioning control measures prior to the onset of the precipitation. The Contractor shall implement, year-round and throughout the duration of the project, control measures included in the SWPPP for sediment tracking, wind erosion, non-stormwater management and waste management and disposal. The Engineer may order the suspension of construction operations which create water pollution if the Contractor fails to conform to the requirements of this section "Water Pollution Control" as determined by the Engineer. 13-01.3 Maintenance. To ensure the proper implementation and functioni control measures, the Contractor shall regularly inspect and maintain the construction site for the c• • ) measures identified in the SWPPP. The Contractor shall identify corrective actions and time frames i f.dress any deficient measures or reinitiate any measures that have been discontinued. 2 The construction site inspection checklist provided in the SWPPP-Wq�Preparation Manual shall be used to ensure that the necessary measures are being properly impleme , and to ensure that the control measures are functioning adequately. The Contractor shall submit or\> opy of each site inspection record to the Engineer. Inspections of the construction site shall be conducted the Contractor to identify deficient measures, as follows: �.. 1. Prior to a forecast storm; �O 2. After all precipitation which 6Sses runoff capable of carrying sediment from the construction site; 3. At 24 hour intervals during xtended precipitation events; and 4. Routinely, at a minimi of once every 2 weeks. If the Contractor or the Enginee atntifies a deficiency in the deployment or functioning of an identified control measure, the deficiency sh. .- corrected by the Contractor immediately, or by a later date and time if requested by the Contra' :1 and approved by the Engineer in writing, but not later than the onset of subsequent precipitation✓nts. The correction of deficiencies shall be at no additional cost to the State. 13-01.4 MeasurenRnn and Payment. Full compensation for preparation, implementation and maintenance of Storm Water Pollution Prevention Plan (SWPPP) and conforming to the requirements of this section shall be paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools and equipment for doing all work involved in the preparation, submission, approval, implementation and maintenance of the approved Storm Water Pollution Prevention Plan as specified herein, including CSMRP, REAP, site inspection reports and storm water annual report, and no additional allowance will be made therefor. The Engineer will retain an amount equal to 25 percent of the estimated value of the contract work performed during estimate periods in which the Contractor fails to conform to the requirements of this section "Storm Water Pollution Prevention Plan" as determined by the Engineer. Retentions for failure to conform to the requirements of this section "Water Pollution Control" shall be in addition to the other retentions provided for in the contract. The amounts retained for failure of the Contractor to conform to the requirements of this section will be released for payment on the next monthly estimate for TRANSPORTATION IMPROVEMENTS FOR 32 Spec.No. 17-09 REDWOOD BUSINESS PARK partial payment following the date that a SWPPP has been implemented and maintained, and water pollution is adequately controlled, as determined by the Engineer. Full compensation for preparation, implementation and maintenance of Storm Water Sampling and Analysis Day shall be paid for at the contract unit price per each qualifying precipitation event and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work required for visual monitoring and reporting, sampling and analysis and reporting, NAL reporting and NEL reporting, and no additional allowance will be made therefor. 13-02. Temporary Erosion Control. 13-02.1 General. Temporary erosion control shall conform to Section 13-5 "Temporary Soil Stabilization" of the Standard Specifications and these Construction Details. Temporary erosion control shall include but not be limited to placement and maintenance of temporary erosion control blanket, temporary silt fence, temporary fiber rolls, temporary straw bale barrier and temporary inlet protection measures. Sweeping, covering stockpiles, applying water, and/or dust palliative, to control dust caused by public traffic is not change order work. &°w 13-02.2. Materials and Installation. Materials shall conform to Section 13- "Materials," of the Standard Specifications and the following: ��Q.. Temporary Erosion Control Blanket—Temporary erosion control blanket�t9all conform to the details shown on the Plans, Contractor's SWPPP, the provisions in Section 13-5, "Ter> rary Soil Stabilization," of the Standard Specifications and these Construction Details. (9 Temporary erosion control blanket work shall consist of u ishing, installing, maintaining and removing erosion control blankets on embankment slopes, excavati p pes and other locations shown on the Plans. Attention is directed to "Storm Water Pollution Preve/aa in these Construction Details. Straw Blanket—Straw blanket shall be machineeuced mats of straw with a lightweight photo-degradable netting on top. The straw shall be adhered to A netting with biodegradable thread or glue strip. The straw blanket shall be of consistent thickness, an• straw shall be evenly distributed over the entire area of the blanket. Straw blanket shall be furnished .11,.led strips with a minimum width of 6 feet, minimum length of 80 feet(±3 feet) and a minimum weight o;0.5 bound per square yard. Staples for temporary erosion contblankets shall be made of 11-gage minimum steel wire and shall be U- shaped with 6-inch legs and oneh crown. APPLICATION.—The Conor shall install temporary erosion control blanket as shown on the Plans and in accordance with Detail`'-ets 1 and 2 provided in Appendix C, CD26B(2) in the Construction Contractors Guide and Specificaat .),, if the Caltrans Storm Water Quality Handbooks. Temporary erosion control blanket shall be maintained until no longer required for the intended purpose, as determined by the Engineer. Temporary Reinforced Silt Fence—Temporary silt fence shall conform to the details shown on the Plans and these Construction Details. Temporary reinforced silt fence shall be furnished, installed, maintained and removed at the locations shown on the Plans or the Contractor's SWPPP. Installation of temporary reinforced silt fence shall conform to the requirements in Section 13-10.03, "Construction,"of the Standard Specifications. Attention is directed to "Storm Water Pollution Prevention Plan"elsewhere in these Construction Details. MATERIALS—Temporary reinforced silt fence shall be a prefabricated reinforced silt fence with a minimum woven polypropylene fabric width of 36 inches and a minimum tensile strength of 100 pounds, conforming to ASTM Designation: D 4632. TRANSPORTATION IMPROVEMENTS FOR 33 Spec.No. 17-09 REDWOOD BUSINESS PARK INSTALLATION—Temporary reinforced silt fence shall be installed as shown on the Plans and in accordance with Detail Sheets 1 and 2 in Appendix C, CD36(2) in the Construction Contractors Guide and Specifications of the Caltrans Storm Water Quality Handbooks and as follows: When joints are necessary, the temporary reinforced silt fence shall overlap a minimum of 6 inches with both posts tied together. Temporary reinforced silt fences shall be maintained to provide for adequate sediment holding capacity. Sediment deposits shall be removed when the sediment deposit reaches approximately one-third of the fence height. Removed sediment shall be deposited within the project in such a way that it is not subject to erosion by wind or water, or as directed by the Engineer. When no longer required for the intended purpose, as determined by the Engineer, temporary reinforced silt fence shall be removed from the site of the work. Holes, depressions or any other ground disturbance caused by the removal of the temporary reinforced silt fence shall be backfilled and repaired when the silt fence is removed and as required under Section 5-1.36," Property and Facility Preservation,"of the Standard Specifications. Temporary Straw Bale Barrier—Temporary straw bale barrier shall conform to th0ails shown on the Plans, and these construction details. ^^� Temporary straw bale barrier work shall consist of furnishing, installin•ospnstructing, anchoring, staking, maintaining and removing bales at the locations shown on the Plans or ' ractor's WPCP. Installation shall conform to the requirements in Section 13-10.03, "Construction," of th dard Specifications. Attention is directed to "Water Pollution Control Program"elsewhere qt ese construction details. MATERIALS—Materials shall conform to the provisions in `0 13-10.02, "Materials," of the Standard Specifications and the following: `` O Each straw bale shall be a minimum of 14 inches wide,tM hes in height, 36 inches in length and 50 pounds in weight. The straw bale shall be composed entire! vegetative matter, except for binding material. Stakes shall be 2 inches x 2 inches wood posts. Each st all have a minimum length of 3 feet. Bales shall be bound by wire, nylon or polypro.ine string. Jute and cotton binding shall not be used. Wire shall be a minimum of 16-gage baling wire. r in or polypropylene string shall be approximately 0.08-inch in diameter with 80 pounds of breaking stre .0.. i INSTALLATION—Temporary straw b e barriers shall be installed as shown on the Plans and in accordance with Detail Sheet 1 in Appendix l,q4D37(2) in the Construction Contractors Guide and Specifications of the Caltrans Storm Water Quality H ,rooks and the following: Bales shall be placed sot� the binding wire or string is not in contact with the ground. Bales shall be securely anchored in p . - •y 2 stakes driven through the bales. The first stake in each bale shall be driven toward the previous) # . •ale to force the bales together. • Temporary straw bale barriers shall be maintained to provide for adequate sediment holding capacity. Sediment deposits shall be removed when the sediment deposit reaches one-third of the straw bale barrier height. Removed sediment shall be deposited within the project in such a way that it is not subject to erosion by wind or water, or as directed by the Engineer. Installed bales shall be removed and replaced as required to adapt to changing conditions. When no longer required for the intended purpose, as determined by the Engineer, temporary straw bale barrier shall be removed from the site of the work. As an option, the Contractor may spread the straw bales on slopes or other areas approved by the Engineer. Holes, depressions or any other ground disturbance caused by the removal of the temporary straw bale barrier shall be backfilled and repaired in accordance with the provisions in the second paragraph of Section 15-1.02, "Preservation of Property,"of the Standard Specifications. 13-02.3 Measurement and Payment. TRANSPORTATION IMPROVEMENTS FOR 34 Spec.No. 17-09 REDWOOD BUSINESS PARK Temporary Erosion Control Blanket, Temporary Silt Fence, Temporary Fiber Roll, Temporary ESA fencing, and Temporary Straw Bale Barrier are all included in the lump sum price for "Water Pollution Control Measures." Full compensation for the installation, maintenance and removal of Temporary Fence (Type ESA) is included in the lump sum price for "Water Pollution Control Measures," and includes furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing the temporary fence (Type ESA), complete in place, including maintenance, removal of materials, and backfilling and repairing holes, depressions and other ground disturbance, as shown on the Plans, as specified in the Standard Specifications and these special provisions, and as ordered by the Engineer, and no additional compensation will be made therefore. Full compensation to furnish, install and maintain Water Pollution Control Measures and conforming to the requirements of this section shall be paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in the installation, maintenance and removal of Temporary Erosion Control Blanket, Temporary Silt Fence, Temporary Fiber Rolls, Temporary Fence (Type ESA), Temporary Straw Bale Barriers, temporary inlet protection and all other temporary erosion control measures complete in placea II other requirements of Water Pollution Control as specified herein, and no additional allowance will be herefore. No adjustment of compensation will be made for any increase or decrease in m- . antities of temporary straw bale and temporary inlet protection measures required, regardless of the r-_ e for the increase or decrease. The provisions in Section 9-1.06, "Changed Quantity Payment Adjuster s," shall not apply to temporary straw bale and temporary inlet protection. J 13-03. Temporary Fences V9 13-03.1 General. This work includes constructing, maintai Ir , and removing temporary fence (Type ESA). Temporary fence (Type ESA) provides a visible bo.ry adjacent to protected areas such as an environmentally sensitive area. �� 13-03.2 Materials. !, High Visibility Fabric. O�`C High visibility fabric for temporary fe cr��Type ESA) shall be in accordance with Section 14-1.03 of the Standard Specifications, and must cyst of one of the following: 1. Polyethylene `P 2. Polypropylene S` 3. Combined polyetqye and polypropylene Sample under AST QS54, Procedure C. Test under ASTM D 4759. All properties must be based on Minimum Average Roll Value. Identify, store, and handle under ASTM D 4873. High visibility fabric must: 1. Contain ultraviolet inhibitors 2. Comply with the following: TRANSPORTATION IMPROVEMENTS FOR 35 Spec.No. 17-09 REDWOOD BUSINESS PARK Property Specifications Requirements Width, inches, Min Measured 48 Opening size inches Measured 1"x 1" (Min) 2" x 2" (Max) Color Observed Orange Grab breaking load ASTM D4632 260 1-inch grip, lb, Min. in each direction Apparent elongation ASTM D4632 5 percent, Min., in each direction Ultraviolet Degradation ASTM D4355 70 percent of original unexposed grab breaking load 500 hr, minimum Posts or Type 2 Traffic Barricades Posts must be wood or steel. O? Wood posts must be: C zIN 1. Untreated fir, redwood, cedar, or pine and cut from sound timbe x- 2. Straight and free of loose or unsound knots and other defeat would render the stakes unfit for use �^ 3. Pointed on the end to be driven into the ground `V 4. At least 2"x 2" in size and 6 feet long Q` Steel posts must: ,R>Q 1. Have a "U," "T," "L," or other cross section'.gape that can resist failure from lateral loads. 2. Be pointed on the end to be driven into tle. •und. 3. Weigh at least 0.75-pound per foot. 4. Be at least 6 feet long. 5. Have a safety cap attached to theposed end. The safety cap must be yellow, orange or red plastic and fit snugly to the metal posfi�. 13-03.3 Installation ��� Install temporary fence (Ty :' A) in accordance with Section 14-1.03C of the Standard Specifications and the following requiremen :\ �j� 1. With high v. . " fabric, posts, and fasteners as follows: 1.1. If wood posts are used, fasteners must be staples or nails 1.2. If steel posts are used, fasteners must be tie wires or locking plastic fasteners 1.3. Spacing of the fasteners must be no more than 8 inches apart 2. Before clearing and grubbing activities 3. From outside of the protected area 4. With posts spaced 8 feet apart and embedded at least 16 inches in the soil If specified, signs must be: 1. Attached with the top of the sign panel flush with the top of the high visibility fabric 2. Placed 100 feet apart along the length and at each end of the fence If trees and other plants need protection, install fence to: TRANSPORTATION IMPROVEMENTS FOR 36 Spec.No. 17-09 REDWOOD BUSINESS PARK 1. Enclose the foliage canopy(drip line)of protected plants 2. Protect visible roots from encroachment Maintain temporary fence (Type ESA) by: 1. Keeping posts in a vertical position 2. Reattaching fabric to posts 3. Replacing damaged sections of fabric 4. Replacing and securing signs When the Engineer determines that temporary fence (Type ESA) is no longer required, remove and dispose of it under Section 14-10, "Solid Waste Disposal and Recycling,"of the Standard Specifications. Backfill and repair ground disturbance caused by the installation and removal of temporary fence (Type ESA), including holes and depressions, under Section 5-1.36, " Property and Facility Preservation," of the Standard Specifications. 13-03.4 Measurement and Payment. !'mow y✓ Temporary Fence (Type ESA) is included in the lump sum price for "Water Onion Control Measures," and no additional compensation will be made therefor. `�Q 13-04. Construction Area Traffic Control Devices Q 13-04.1 General. Construction area traffic control signs shall b !shed, installed, maintained, and removed when no longer required in accordance with the provisions i► ction 7-1.03 and Section 12 of the Standard Specifications, the California Manual on Uniform Traffi ` trol Devices, latest edition (MUTCD), these Construction Details, the Americans with Disabilities Ac 4.v )and as directed by the Engineer. Notify Underground Services Alert (USA) at 811 (>t�$OO) 227-2600 a minimum of 2 working days prior to installing signposts. A Attention is directed to Sections 7-1.03, " (b c Convenience," 7-1.04, "Public Safety," and 12, "Temporary Traffic Control," of the Standard Specificris and to the Section entitled "Public Safety" elsewhere in these Construction Details. Nothing in theset cdnstruction details shall be construed as relieving the Contractor from these responsibilities. �� 13-04.2 Traffic Control PI CP`rri'or to commencing construction which will affect existing traffic, the Contractor shall submit for . w by the Engineers, a Traffic Control Plan on 11" x 17" paper which contains only information specific I lated to work zone traffic control, including pedestrian traffic control. The plan will show which MUT pica) application is to be used for each work operation. A location specific traffic control plan detaili 4' .rk zone traffic control during traffic signal shut-downs required to perform signal rewiring work shall :- submitted a minimum of ten (10)working days in advance of the proposed shut-down. If the Contractor proposed to use the current edition of the MUTCD in specific work operations, they shall submit in writing for consideration which Typical Application Diagram will be used for each work operation. A Traffic Control Plan or proposal shall be submitted to the Engineer for review at least two weeks prior to implementation. The Traffic Control Plan shall be prepared by, sealed and signed a California licensed civil or traffic engineer and contain a title block which contains the Contractor's name, address, phone number, project superintendent's name, contract name, dates and hours traffic control will be in effect, and a space for review acknowledgment. The content of the Traffic Control Plan shall include, but is not limited to, the following: A. Show location and limits of the work zone. B. Give dimensions of lanes affected by traffic control that will be open to traffic. TRANSPORTATION IMPROVEMENTS FOR 37 Spec.No. 17-09 REDWOOD BUSINESS PARK C. Indicate signing, cone placement, and other methods of delineation and reference to appropriate City or Caltrans standard. D. Dimension location of signs and cone tapers. E. Identify side streets and driveways affected by construction and show how they will be handled. F. Show how pedestrian traffic will be handled through the construction site. G. Show how public transit will be handled through the construction area. H. Demonstrate how two-way traffic will be maintained. I. Show how traffic will be maintained through intersections during traffic signal shut-downs. J. Identify message board locations. A minimum of 4 changeable message boards and 4 arrow boards shall be required. No work except for installation of project identification signs will be allowed to commence prior to approval of the Work Zone Traffic Control Plan. 13-04.3 Materials. All traffic cones used for night lane closures shall have reflective cone sleeves as specified in the specifications. The second and third paragraphs of Section 12-3.10, "Traffic Cones," of the Sidard Specifications are amended to read: rw�`� "During the hours of darkness traffic cones shall be affixed with reflcone sleeves. The reflective sheeting of sleeves on the traffic cones shall be visible at 1,000 .4: t night under illumination of legal high beam headlights, by persons with vision of or corrected t. i•, •0." Reflective cone sleeves shall conform to the following: `V 1. Removable flexible reflective cone sleeves shall be f rated from the reflective sheeting specified in the construction details, have a minimum heigh 13 inches and shall be placed a maximum of 3 inches from the top of the cone. The sleeves I not be in place during daylight hours. 2. Permanently affixed semitransparent reflgtive cone sleeves shall be fabricated from the semitransparent reflective sheeting spec) ®in the construction details, have a minimum height of 13 inches, and shall be placed a maxi r!of 3 inches from the top of the cone. Traffic cones with semitransparent reflective cone slee ay be used during daylight hours. 3. Permanently affixed double band ctive cone sleeves shall have 2 white reflective bands. The top band shall be 6 inches in height,,p ced a maximum of 4 inches from the top of the cone. The lower band shall be 4 inches in hei t, placed 2 inches below the bottom of the top band. Traffic cones with double band reflective con eves may be used during daylight hours. The type of reflective cone e used shall be at the option of the Contractor. Only one type of reflective cone sleeve shall be used e project. Lane closures shall f�,a •rm to the provisions in the section of these construction details entitled "Traffic Control System for(q - Closure." Personal vehicles of the Contractor's employees shall not be parked on the traveled way or shoulders, including any section closed to public traffic. The Contractor shall notify local authorities of his intent to begin work at least 5 days before work is begun. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrangements relative to keeping the working area clear of parked vehicles. Whenever vehicles or equipment are parked on the shoulder within 6 feet of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of 9 cones or portable delineators shall be used for the taper. TRANSPORTATION IMPROVEMENTS FOR 38 Spec.No. 17-09 REDWOOD BUSINESS PARK A minimum of one paved traffic lane, not less than 10 feet wide, shall be open for use by public traffic. When construction operations are not actively in progress, not less than 2 such lanes shall be open to public traffic. No work that interferes with public traffic shall be performed between 7 a.m. and 9 a.m. nor between 3 p.m. and 6 p.m. except work required under said Sections 7-1.03 and 7-1.04. Except as otherwise provided, the full width of the traveled way shall be open for use by public traffic on Saturdays, Sundays, and designated legal holidays; after 3:00 p.m. on Fridays and the day preceding designated legal holidays; and when construction operations are not actively in progress. On Saturdays, Sundays and designated legal holidays, one lane may be closed to public traffic for the sole purpose of maintaining the surface as required in Section 37-2.03H, "Finishing," of the Standard Specifications. Lane closures on Saturdays, Sundays and designated legal holidays shall be restricted to daylight hours when public traffic will be least inconvenienced and delayed, as determined by the Engineer. Designated legal holidays are: January 1st, the third Monday in February, the last Monday in May, July 4th, the first Monday in September, November 11th, Thanksgiving Day, and December 25th. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When November 11th falls on a Saturday, the preceding Friday shall be a designated legal holiday.�(,�w Minor deviations from the requirements of this section concerning hours of !�which do not significantly change the cost of the work may be permitted upon the written request of t 4; ntractor if in the opinion of the Engineer public traffic will be better served and the work expedited. Suc►J!:viations shall not be adopted until the Engineer has indicated his written approval. All other modification_ be made by contract change order. 13-04.4 Construction. No work shall commence until traffic c�ntrol signing has been approved by the Engineer. ��• Exact locations of Project Identification signs and Adva�otice signs (Section 12-4 "Maintaining Traffic") shall be determined in the field by the Engineer. a52 Except as noted elsewhere, only one lane may b-121 sed at a time and no lanes shall be closed at any other hours unless specifically approved by the En -r. The Contractor shall maintain vehicle access to adjacent streets, homes, businesses and other prope at all times while work is in progress except when necessary construction precludes such access for reble periods of time as determined by the Engineer. i When traffic cones or delineators are..6sed to delineate a temporary edge of a traffic lane, the line of cones or delineators shall be considered to the edge of the traffic lane, however, the Contractor shall not reduce the width of an existing lane to lessr 10 feet without written approval from the Engineer. The Contractor will be rege `to maintain vehicle access to homes, businesses and other properties within the block where work iis�s (ogress. The Contractor sgl<kaintain 2-way traffic for all work in Airport Park Boulevard. Only one side of Airport Park Boulevard (northbound or southbound) shall be closed to through traffic at any time. Closures shall be between the nearest intersections. The Contractor shall maintain 2-way traffic for all work on Talmage Road. The Contractor may maintain one lane of traffic on Hastings Avenue as required to complete the Work. The Contractor shall not park construction vehicles contractor employee vehicles, stage materials or stockpiles in front of any business or residential driveway access and the Contractor shall maintain access to private parking lots where work is in progress. Construction vehicles shall not be left running for any length of time if parked in front of a business or residential unit. The Contractor shall keep the City of Ukiah Fire Department informed regarding the closure of any traveled way. At a minimum, the Contractor shall call the Fire Department at (707) 463-6261 daily to report any traveled way closure. This requirement applies immediately upon closure for that day and again immediately TRANSPORTATION IMPROVEMENTS FOR 39 Spec.No. 17-09 REDWOOD BUSINESS PARK after removal of the closure. For closures over multiple days, the daily notification still applies. This requirement does not apply for single lane closures on multiple lane local streets. If the Contractor has been given an approved Traffic Control Plan that includes road closures, they will be required to maintain vehicular access to homes and other properties where work is in progress within the closure area. The Contractor shall maintain vehicle access to all homes and other properties along the work zone. During paving operations, the Contractor will be allowed to temporarily suspend vehicle access to a limited number of driveways when approved by the Engineer. When approved by the Engineer and at least 72 hours prior to suspending access to any driveway, the Contractor shall give both written and verbal notice to the affected businesses and residents and place barricades adjacent to the driveways with posted notices stating the specific dates and times of the suspension for that area. Suspension of access to driveway will be permitted only as approved by the Engineer and only between the hours of 7:00 am and 7:00 pm. Existing and regulatory signs are to be temporarily relocated, as directed by the Engineer, until new traffic signals are in place and operable for two-way traffic. Seventy-two (72) hours prior to construction, the Contractor shall place a no �n each front door, and attempt to notify each owner or tenant verbally that work will be underway A his block between stated hours, and request that cars be parked out of the roadway by 9:00 a.m. S r+e- of notice shall not bar use of cars within the block; however, as individual plans change and emergense. ay arise. Cross streets will require maintenance of at least one-half(%)widthq each street for traffic purposes, unless a parallel route is approved by the Engineer. Flagging will only b� aopwed between the hours of 9:00 a.m. and 3:00 p.m. T Existing traffic signals shall remain in service at all tim Ocept during City approved signal shut-downs required for rewiring the traffic signals to accomplish t final modifications as shown on the Plans. Traffic signal shut-downs require an approved traffic controlan, and shall be coordinate with the City a minimum of five (5) working days in advance of the shut-dov 0 affic signal shut-downs shall be approved in writing by the City. Traffic signal shut-downs and relate vrk shall be performed at night between the hours of 10:00 PM and 6:00 AM, unless otherwise approveciritinq by the City. Barricades and flaggers shall be positionA allow safe turns at intersections. ""t 13-04.5 Pedestrian Traffic. Th > ractor is directed to Chapter 6D, Pedestrian and Worker Safety, in the California MUTCD, the improve nn Plans, and these Construction Details. N Pedestrians shall be provW. with a safe, convenient and accessible path that, at a minimum, replicates the most desirable charactvejles of the existing sidewalk, path or footpath. The Contractor shRtnstruct and maintain temporary pedestrian pathways through the work zone, where required, that shall be in compliance with the requirements of the Americans with Disabilities Act (ADA) and the California MUTCD. Pedestrian routes shall not be impacted for the purposes of any non-construction activities such as parking of vehicles or equipment, or stock piling of materials. Pedestrians shall not be led into conflicts with work site vehicles, equipment or operations. 13-04.6 Flagging. The first paragraph of Section 12-1.03, "Flagging Costs" is amended to read: The cost of furnishing all flaggers, including transporting flaggers, to provide for passage of public traffic through the work under the provisions in Section 7-1.03, "Public Convenience", and Section 7-1.04, "Public Safety", shall be considered as included in the contract lump sum price paid for "Traffic Control System" and no additional allowance will be made therefor. TRANSPORTATION IMPROVEMENTS FOR 40 Spec.No. 17-09 REDWOOD BUSINESS PARK 13-04.7 Measurement and Payment. Full compensation for developing, updating and maintaining Progress Schedule (Critical Path Method) will be paid for at the contract lump sum price, which price shall include developing and submitting a CPM progress schedule, updating and submitting the schedule every 2 calendar weeks, and maintaining the schedule through the duration of the contract, as specified in these Construction Details, and no additional allowance will be made therefor. Payment for Progress Schedule (Critical Path Method)shall be as follows: • A total of 25 percent of the item total is paid upon completion of 5 percent of all work and acceptance of a schedule of values for each lump sum item in the bid schedule, • A total of 50 percent of the item total is paid upon completion of 25 percent of all work, • A total of 75 percent of the item total is paid upon completion of 50 percent of all work, and • A total of 100 percent of the item total is paid upon completion of all work. Full compensation for furnishing, placing, maintaining, and removing the Construction Area Signs will be paid for at the contract lump sum price, which price shall include furnishing all labor, materials, tools, equipment and incidentals for doing all work involved in furnishing and installing temporary construction area signs including changeable message boards, arrow boards, temporary relocation eiegulatory signs, and for erecting or placing, maintaining (including covering and uncovering as needed) -• when no longer required, removing construction area signs as specified in these Construction Details,`4' no additional allowance will be made therefor. Full compensation for furnishing, placing, maintaining, and removingetaffic Control System will be paid for at the contract lump sum price, which price shall include furn. Nall labor, materials, tools, equipment and incidentals for doing all work involved in furnishing traffic .1f.1 system required for direction of public vehicular and pedestrian traffic through or around the work, . otr•ing preparation and implementation of the traffic control plans, pedestrian routing plans, temporary f-.dies including temporary lighting, traffic control equipment, flaggers, signs, striping and temporary p- 7 ent marker tabs, and all other traffic control requirements as required or specified in these Constrjcs4 Details, and no additional allowances will be made therefor. GC) 13-05. Construction Surveying. 'S< 13-05.1 General. Construction surveyin�uding horizontal and vertical control and staking shall be the responsibility of the Contractor. Vertic I and horizontal control is to be established from the existing Control Points shown on the Plans. Verticalgtrol Points are shown on the Plans. 13-05.2 Measurement and P-► ent. Full compensation for Construction Survey will be measured and paid for at the contract lum. price and shall include full compensation for furnishing all labor, materials, tools, equipment and incl•>' als for performing all work involved in establishing and maintaining vertical control and horizontal -040, .1, staking, and related construction surveying required to perform the Work, and no additional allowa,*igs ill be made therefor. 13-06. Testing and Quality Control. 13-06.1 General. The Contractor shall be responsible for controlling the quality of the materials incorporated into the work and of the work performed. The City shall perform the necessary material sampling and testing to verify the work meets the specified quality requirements. The City will perform all soil and aggregate sampling and testing using an independent testing laboratory firm licensed to perform such tests. Other required sampling and testing will be performed by the City's independent laboratory certified to perform the type of sampling and testing assigned to or requested of them. The Engineer and Contractor shall be provided with one copy of the test report. Should any test result indicate a non-compliance with the requirements of the Contract Documents, the Contractor shall remove and reconstruct or rework the non-complying portion of work at no additional cost to the City. All reconstructed and reworked items of work shall be tested at the Contractor's expense in the same manner as required for the initial work at no additional cost to the City. Prior to any removal, reconstruction or rework of any work item already incorporated into the project, the Contractor shall first obtain the approval of the Engineer as to the Contractor's proposed methods for removal, reconstruction, or rework. TRANSPORTATION IMPROVEMENTS FOR 41 Spec.No. 17-09 REDWOOD BUSINESS PARK Examples of material tests performed on this project include, but are not limited to, compaction and gradation of aggregate subbase, aggregated base, and hot mix asphalt, hot mix asphalt in-place and core density, compaction on roadway subgrade, and gradation &durability on aggregate materials. The Contractor shall be responsible for all material and functional testing required for all traffic signal equipment as required by the Standard Specifications. METS testing is not required. 13-06.2 Measurement and Payment. Full compensation for performing all sampling, testing, reporting, retesting, if required, and overall quality control shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor. 13-07. Existing Facilities. 13-07.1 General. The work performed in connection with various existing highway facilities shall conform to the provisions in Section 15, "Existing Facilities," of the Standard Specifications and these special provisions. 13-07.2 Remove Fence. Contractor shall notify property owner a minimum oban (10) working days in advance of fence and gate removal. Contractor shall coordinate with prop wner and Engineer on temporary fencing field layout and location, and layout of new fences and ga . ew fences and gates shall be in accordance with the Standard Specifications and Standard Plans and own on the Plans. 13-07.3 Remove Traffic Stripe. Traffic stripes and pavement markerc1/4. II be removed in pavement overlay areas and striping conforms shown on the Plans by any method thalloes not materially damage the existing pavement. Residue resulting from removal operations shall be r I&ed from pavement surfaces by sweeping or vacuuming before the residue is blown by the action of traf. wind, migrates across lanes or shoulders, or enters drainage facilities. Traffic stripes shall be removed re any change is made in the traffic pattern. cis Residue from grinding or cold planing may lead from paig)nd thermoplastic. The average lead concentrations are anticipated to be less than 1,000 mg/kg total leadd( d 5 mg/L soluble lead. This residue: 1. Is a nonhazardous waste 2. Does not contain heavy metals • centrations that exceed thresholds established by the Health and Safety Code and 22 CA krof of Regs 3. Is not regulated under the F9. -rat Resource Conservation and Recovery Act (RCRA), 42 USC § 6901 et seq. -'.'k Submit a lead compliance plan#rer Section 7-1.O2K(6)(j)(ii)of the Standard Specifications. Payment for handling, rem� l, and disposal of grinding or cold planing residue that is a nonhazardous waste is included in the paymtster remove traffic stripe. Removal of traffic4gr ing and markings in roadway reconstruction areas is considered incidental to the removal of asphalt concrete pavement and base, and no additional compensation will be made therefor. All raised pavement markers shall be removed by the Contractor to the satisfaction of the Engineer and in accordance with Section 15 of the Standard Specifications. 13-07.4 Remove or Relocate Roadside Sign (Metal Post). Existing R1-1 "Stop" signs, "No Parking" signs and other signs designated on the Plans shall be removed, salvaged or relocated to locations shown on the Plans. Existing roadside sign shall not be removed after the existing signs are no longer required for the direction of public traffic, unless otherwise directed by the Engineer. In paved areas, the metal post shall be removed, the foundation removed to 4 inches below grade, and the surface repaired. In unpaved areas, metal posts and foundations shall be removed in their entirety and the hole backfilled where the post and foundation has been removed. Relocate roadside signs to locations shown on the Plans. Provide new foundations as shown on City of Ukiah Standard Plan 120. TRANSPORTATION IMPROVEMENTS FOR 42 Spec.No. 17-09 REDWOOD BUSINESS PARK 13-07.5 Removal and Replacement of Obstructions. Existing improvements such as signs, posts and structures placed for the information, safety, direction and control of traffic, monuments, mailboxes, sprinklers, irrigation system piping and valves, curb drains and other such obstructions which interfere with construction shall be carefully removed and replaced as shown on the Plans or as directed by the Engineer. The Contractor shall protect existing utilities during the removal of concrete, including shallow drain pipes, electrical and telecommunication conduits and curb drains. Traffic control devices and mailboxes shall remain in service at all times during construction. All existing improvements, or portions thereof, to be replaced or to remain in place that are damaged or destroyed by the action of the Contractor, or through his negligence or operations, shall be repaired or replaced by the Contractor at his own expense to the satisfaction of the Engineer. 13-07.6 Other Removals and Relocations. The Contractor shall remove other items, or portions thereof, such as pipe, fences, headers, planters, culverts, rubble, walls, walks, steps and similar facilities where shown on the Plans, or where necessary for new construction or installation indicated on the Plans, and as herein specified. Care shall be taken in the removal operations so as not to damage any structure or facility, or portion thereof, that is to remain in place, and the Contractor shall, at his own pense, repair any such damage to the satisfaction of the Engineer. Where only a portion of a wall or o acility is to be removed, the cut surface of the portion to remain in place shall be finished as nece in a workmanlike manner satisfactory to the Engineer. ^ Portions of abandoned underground utility lines and storm drains, wr or not shown on the Plans, that interfere with new construction or installation shall be removed by t ontractor. The ends of those portions of such facilities to remain in place shall be plugged with con for a minimum distance of twelve (12) inches. ��• Where abandoned manholes are encountered, and as s�On on the Plans, the Contractor shall remove the frame and cover and fill the manhole with 1 sack sanTurry to subgrade and plug with four (4) inches of asphalt concrete prior to the overlay. ACe" Where shown or specified on the Plans, existiVfficilities, or portions thereof, shall be removed and relocated, adjusted or reconstructed in kind to the ne "Nes, grades and locations indicated thereon in a workmanlike manner satisfactory to the Engineer. W shown or specified on the Plans, the Contractor shall remove encroaching fences, sprinkler systems, r k walk, stepping stones and similar facilities, or portions thereof, and place them behind the right-of-wakine for salvage by the property owner. 13-07.7 Obstructions. Attenti. �I directed to Section 7, "Legal Relations and responsibility to the Public," and Section 15, "Existing Fa•'i :s,"of the Standard Specifications and these Construction Details. The Contractor's attend ,,�i`directed to the existence of certain underground facilities that may require special precautions be take ISe Contractor to protect the health, safety and welfare of workmen and of the public. Facilities requiring.qal precautions include, but are not limited to: natural gas in pipelines and medium voltage underground power lines in Airport Park Boulevard. Other existing underground utilities include water, sanitary sewer, storm drains, traffic signal conduits and conductors, and telecommunication. The Contractor shall notify the Engineer and the appropriate regional notification center for operators of subsurface installations at least two (2) working days, but not more than ten (10) working days, prior to performing any excavation or other work close to any underground pipeline, conduit, duct, wire or other structure. Regional notification centers include but are not limited to the following: Notification Center Telephone Number Underground Service 811 Alert-Northern California 1-800-227-2600 (USA) Pothole information shown on the Plans shall be for reference only and shall not be considered as accurate information for any other areas within the project limits. TRANSPORTATION IMPROVEMENTS FOR 43 Spec.No. 17-09 REDWOOD BUSINESS PARK As directed or authorized by the Engineer and confirmed in writing, Contractor shall investigate, confirm and/or determine the exact horizontal and vertical location of all utilities within excavation areas. Said investigation shall be performed a minimum of five (5) working days in advance of excavation. Contractor shall provide Engineer with horizontal location, vertical depth, utility type, material and size within one (1) working day of performing utility pothole verification. Contractor shall provide all relevant information in writing to the Engineer immediately upon discovery of any conflict. Any delay in notification to the Engineer may delay direction and/or corrective action and a delay claim due to this reason shall not be considered by the City. The Contractor shall not proceed with any work that is in conflict until direction is provided by the Engineer and shall redirect crews to other contract work. All the information required to be obtained per this Section and any other information not noted but relative to the project shall be provided to the Engineer on a set of Plans when the investigative effort is complete. Contractor shall remove, relocate or mitigate utility conflicts, man-made buried objects or other unforeseen items as ordered by the Engineer. 13-07.8 Relocate Hydrant. All water system construction shall conform to the pr.,; ions in the City of Ukiah Standard Plans, California Plumbing code, AWWA standards and these Constr u • aetails. 13-07.9 Adjust Existing Frames, Covers, Grates and Manholes to .,7re 1-. This work shall consist of raising or adjusting existing utility facilities and replacing surface utility fa y; -s, such as sewer and storm drain manhole frames and covers, water valve covers, gas valve covers, w e - eter boxes and covers, monument covers, sewer cleanouts, and monitoring well covers to the finished c� a of the resurfaced asphalt pavement. On roadways to be milled, facilities shall first be lowered prior to p aning and then adjusted to finish grade after completion of the resurfacing work (refer to Section 13-q old Plane Asphalt Concrete Pavement" of these Construction Details). At various locations a monum i `box and cover shall be installed at the finish grade over any unprotected, existing monumentation in the ved roadway. KO All such work shall conform to the applicable provi of the Standard Specifications, these Construction Details, the Plans and typical sections and as dir ey the engineer. Unless specifically allowed by the Engine 'Cgrade rings shall not be used to adjust utility covers. The Contractor shall properly locate and tie all ng facilities to be raised in advance of paving operations. i 13-07.10.1 Construction. Care sAll be taken to keep frames and covers clean. The Contractor shall completely protect with heavy pla ter other suitable material all utility covers or other items which are visible on the surface and will be cover:•P: his operations. This shall be completed prior the start of operations and approved by the Engineer. `` k W aterials that adhere to the frames and covers shall be removed. Contractor shall exercie during the work of lowering and raising covers to avoid any construction debris from entering into th hole chamber. Any material which enters the manhole or connecting pipes shall be removed at the ex e of the Contractor to the satisfaction of the City. In the event that a problem is reported, Contractor shall have on hand the necessary equipment and manpower, including traffic control devices and crew if deemed necessary, to open lids that are requested for review by the Engineer, at no additional cost to the City. Facilities damaged by the Contractor shall be replaced at the Contractor's expense. Facilities (box and lid or frame and cover)found existing in a damaged condition, and reported to the Engineer before disturbing, shall be replaced by the Contractor with materials furnished by the Owner. All facilities on active systems shall be accessible at all times to City personnel unless otherwise stated in these Special Provisions or approved by the Engineer. After placement of the finish course of asphalt concrete the Contractor shall mark all overlaid manholes, valve boxes, mainline cleanouts and monuments, whether new or existing, with white paint by the end of that working day. TRANSPORTATION IMPROVEMENTS FOR 44 Spec.No. 17-09 REDWOOD BUSINESS PARK All new and existing manholes, valve boxes, mainline cleanouts and monuments shall be adjusted to grade within 48 hours after placement of the finish course of asphalt concrete. Final grade adjustments and installation of concrete collars shall be done on the same working day. Final paving around manholes, valve boxes, mainline cleanouts and monuments shall be completed no later than the following working day. All manhole frames and covers being adjusted to grade, but left with exposed concrete collars shall have steel plate covers with hot mix asphalt tapers maintained until final asphalt concrete paving is placed. 13-07.10.2 Manholes. Prior to removal of an existing manhole frame, a platform to prevent debris from entering the sewer, storm drain or communication vault, shall be placed in the manhole above the top of the sewer or storm drain. The platform shall remain in place until all work on the manhole has been completed, the asphalt concrete has been placed around the manhole and all dirt and debris is removed from the platform. The Contractor shall be responsible for the removal of any dirt and debris that falls into the manhole, and any damage to the facility or downstream facilities. Trimming of manhole cones (tapered section)will not be permitted. All sections of the manhole grade rings shall be set in cement mortar and all i smoothly grouted inside and out. The top of the completed manhole shall contain at least one three (3 grade adjustment ring. All manhole frames and covers shall be adjusted to grade after placement of tt]s, sh course of hot mix asphalt. Existing grade adjustment rings removed in the adjustment of manh e mes shall become the property of the Contractor. If undamaged and thoroughly cleaned of mortar, thea e rings may be reused in the work. If not so used, they shall be disposed of away from the work site atteexpense of the Contractor. tt Manhole frames shall be reinstalled to align directly over thee rings. Any frames misaligned by more than '/ inch shall be removed and reinstalled. �Q All silt and debris shall be removed from finished str4qUires. This shall include all existing silt and debris plus material caused by the Contractor's operation. <<O All grade rings shall be set in cement mote the same day they are placed. All joints shall be smoothly plastered inside and out. The Contractor shall accurately locatkand record the location of all manhole covers to be raised to grade. The Contractor shall furnish the Rtrteer a copy of said record prior to resurfacing the street. Where shown on the Plans and specified in the construction details, utility vaults, manholes and boxes will be adjusted to grade by the utility company ..t owns the facility. The Contractor shall coordinate with utility companies in advance of scheduled wor •rovi I4de adequate time for determination of work. 13-07.11 Valve FraelN d Cover. Existing water valve frames and covers, gas valve frames and covers, monitoring well cos and hand holes shown on the Plans to be adjusted to grade shall be adjusted to final pavement grade in conformance with the details on the Plans. The Contractor shall accurately locate and record the location of all valve covers to be adjusted to grade and shall furnish the Engineer a copy of said record prior to resurfacing. After a street has been overlaid, all valve boxes shall be marked in white paint before the close of that workday. Within 48 hours of paving, all valve boxes shall be brought to grade, cleaned out and inspected by the Contractor. 13-07.12 Sawcut Pavement. Where no joint exists between concrete or asphalt concrete to be removed and concrete or asphalt concrete to remain in place, the concrete or asphalt concrete shall be cut in a neat line to a minimum depth of 0.25-foot with a power driven saw before the concrete or asphalt concrete is removed. 13-07.13 Reset Survey Monument. Survey monument adjustments shall conform to the provisions in Section 81, "Monuments," of the Standard Specifications, and these Construction Details. This item of work TRANSPORTATION IMPROVEMENTS FOR 45 Spec.No. 17-09 REDWOOD BUSINESS PARK shall consist of resetting cast-in-place Portland cement concrete survey monument at the location shown on the Plans, as directed by the Engineer, and these Construction Details. The survey marker disk for the survey monument will be furnished by the City at the site of the project. The exact location of the monuments will be established by the Engineer and upon completion, the monuments will be checked and the center point stamped by the Engineer. Waste materials generated by resetting survey monuments shall be disposed of in accordance with the requirements of Section 14-10, "Solid Waste Disposal and Recycling," of the Standard Specifications. The concrete portion of monuments shall be constructed in accordance with the provisions in Section 51, "Concrete Structures," and Section 90, "Portland Cement Concrete." Concrete shall be minor concrete. A one- inch maximum aggregate shall be used. Any monuments which will or may be disturbed by construction activities or are replaced as part of the project must be tied out and corner record filed prior to construction. The Contractor will not be required to file corner records. The Contractor MUST receive clearance from the Engineer in writing prior to disturbing any monument. &° All work associated with resetting survey monuments is the responsibility of th �i�tractor, including any costs associated with the work. ^� 13-07.13.1 Tolerances. The concrete around these adjusted facilitieIl be left two (2") inches lower than the adjacent pavement. The concrete surface shall be tack coate v h 0.10 gallons per square yard and paved with '/ inch Type A HMA. `V The surface adjusted facilities shall be true to the new p vj�ent surface to within one-eighth inch (1/8") deviation. This tolerance shall apply in a single directio y, either up or down. In addition, the adjusted facility shall not vary by the high tolerance on one si� nd the low tolerance on the other (i.e. the total aggregated tolerance on both sides shall be limited tittize 1/8" inch variation). This variation shall apply to the adjacent patch paving around the facility as well 0l hat neither the paving nor the facility vary by more than the stated tolerance. 13-07.14 Remove Concrete Sidewalk, Ramp, Driveway and Curb and Gutter. Concrete sidewalk, curb ramp, driveway, median curb and,c rb and gutter designated on the Plans to be removed shall be removed by the Contractor. The Con4 ctor shall dispose of all Portland cement concrete and asphalt concrete generated from removal or demo)tiactivities on the project at a recycler for these materials. The Contractor shall provide receipts verifyin ,Ui ery and approximate quantities (in tons) of the material delivered to a material recycler. All other e s materials from the project shall become the property of the Contractor and shall be disposed of by hi is expense. 13-07.15 Measured Payment. Full compensation for Remove Fence will be measured and paid for at the contract unit price per linear foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removing wood fences, salving the existing fence fabric and gates, demolition and removal of existing fence posts, foundations and barbed wire, installation of temporary fencing, storage and protection of salvaged materials intended for reuse, disposal of removed and demolished materials, and other temporary fencing appurtenances as specified in these Construction Details, and no additional allowances will be made therefor. Full compensation for Remove Traffic Stripe will be measured and paid for at the contract unit price per linear foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removal of paint and thermoplastic traffic striping and markers, including lead compliance plan, and handling, removal, and disposal of grinding or cold planing residue that is a nonhazardous waste, as specified in these Construction Details, and as shown on the Plans, and no additional allowances will be made therefor. Linear measurement shall include all stripes less than 12 inches in width. Double yellow(4 inch)shall be measured as a single stripe. Striping located within pavement removal TRANSPORTATION IMPROVEMENTS FOR 46 Spec.No. 17-09 REDWOOD BUSINESS PARK and conform grinding limits shall be considered as included in those items, and no additional allowances will be made therefor. Full compensation for Remove Pavement Markings will be measured and paid for at the contract unit price per square foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removal of paint and thermoplastic traffic markings, including handling, removal, and disposal of grinding or cold planing residue that is a nonhazardous waste, as specified in these Construction Details, and no additional allowances will be made therefor. Area measurements will include stripes 12 inches in width or more. Markings located within pavement removal and conform grinding limits shall be considered as included in those items, and no additional allowances will be made therefor. Full compensation for Remove or Relocate Roadside Sign (metal post)will be measured and paid for at the contract unit price per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removal, salvage, relocation and disposal of roadside signs including "Ukiah Equipment Repair" sign, including but not limited to poles, foundations, excavation, backfill, new metal posts, hardware, and concrete footings, as specified in these Construction Details and Standard Specifications, and shown on the Plans, and no additional allowances will be made therefor. Full compensation for Remove and Abandon Utilities will be measured a • ..)Yd for at the contract lump sum price and shall include full compensation for furnishing all labor erials, tools, equipment and incidentals for performing all work involved in the removal and aban•y 'ent of existing utilities, including electrical, median irrigation, perforated and solid wall drain pipes, a ;,• her utilities called out for removal, capping utilities as shown on the Plans or at limits of removal, f uding but not limited to saw cutting, excavation, stockpiling removed materials, hauling and dispos oeremoved materials as specified in these Construction Details and shown on the Plans, and no additions wances will be made therefor. Full compensation for Relocate Hydrant will be measurer''d paid for at the contract unit price per each unit and shall include full compensation for furnishing all y•r, materials, tools, equipment and incidentals for performing all work involved in fire hydrant reloca including but not limited to excavation, removal of concrete pad, removal of existing piping, connec).i i to existing water main piping, removing existing valve, salvaging existing hydrant, installing new gate v ves, removing existing hydrant bury, installing new hydrant bury, installing salvaged hydrant, furnishing placing bedding, backfill, CDF backfill, compaction, concrete collars, and concrete thrust blocks, rai etroreflective blue pavement markers, as specified in these Construction Details, and the City of y h Design and Construction Standards and as directed by the Engineer and no additional allowancekwill be made therefor. tg— Full compensation for Utility Cnces will be measured and paid for at the contract unit price per each, and shall include full comp tion for furnishing all labor, materials, tools, equipment and incidentals for performing all work invol In verifying utility clearances, including but not limited to: potholing to verify potential conflicts, grad��,rld alignments of existing utilities; excavation; backfill; notification; and coordination and redirection of cr-f. o other contract work if required, as specified on the Plans, in these Construction Details, the Stand pecifications and as directed by the Engineer and no additional allowances will be made therefor. The total bid price for this item shall not exceed 0.6% of the contract amount. Payment for this item shall require advanced written authorization of the Engineer. This item shall be considered exempt from Section 9-1.06, "Changed Quantity Payment Adjustments"of the Standard Specifications. Full compensation for Utility Conflict Resolution shall be paid for on a Force Account basis up to the contract allowance price and shall include full compensation for furnishing all labor, materials, permits, tools and equipment, and for doing all the work involved as required to complete the Work, and as directed by the Engineer, and no additional compensation will be allowed therefor. Full compensation for Adjust Utility Cover to Grade will be measured and paid for at the contract unit price per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in replacing utility boxes, monitoring well covers, manholes and covers and monuments in reconstruction areas and adjusting to finish grade, and adjusting existing utility boxes, monitoring well covers, manholes and covers and monument covers to finish grade in overlay and conform areas, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, TRANSPORTATION IMPROVEMENTS FOR 47 Spec.No. 17-09 REDWOOD BUSINESS PARK cleaning, asphalt or concrete pavement and mortar for the completion of adjusting or replacing utility boxes, manholes and all other utility covers to finish grade throughout the project limits and all other related work specified on the Plans, in these Construction Details, the Standard Specifications and as directed by the Engineer and no additional allowances will be made therefor. Lowering utility covers, manholes and boxes prior to cold planning shall be paid for under "Cold Plane Asphalt Concrete", as further described in these Construction Details. Full compensation for Remove Concrete (Curb and Gutter)will be measured and paid for at the contract unit price per linear foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete curb and gutter including but not limited to saw cutting, removal of concrete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, and cleaning of materials, as specified in these Construction Details and shown on the Plans, and no additional allowances will be made therefor. Full compensation for Remove Concrete (Curb) will be measured and paid for at the contract unit price per linear foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing vertical concrete curbs and median curbs including but not limited to saw cutting, removal of concrete, sand and base r.;.. excavation, stockpiling removed materials, hauling and disposal of removed materials, and cleaning of .i als, as specified in these Construction Details and shown on the Plans, and no additional allowanceswp ade therefor. �, i Full compensation for Remove Concrete Sidewalk will be measured an•, ��d for at the contract unit price per square foot and shall include full compensation for furnishing all ..r, materials, tools, equipment and incidentals for performing all work involved in the removal of existinggncrete sidewalk, pedestrian ramps and driveways, including but not limited to saw cutting, removal of crete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of rem materials, and cleaning of materials, as specified in these Construction Details and shown on the cis , and no additional allowances will be made therefor. 13-08. Cold Plane Asphalt Concrete Pavement. 0-,R 13-08.1 General. Existing asphalt concrete p v'nent edge grinds, tapers and conforms shall be removed by cold-plane methods at the locations and to dimensions shown on the Plans, including conform and edge grinding. Striping and markings located cold-plane limits shall be removed with cold planed asphalt concrete. Conform grinding asphalt co9c to pavement shall be performed by the cold planing method. Planing of the asphalt concrete pavetknt shall not be done by the heater planing method. Cold planing machines shall b lipped with a cutter head not less than 30 inches in width and shall be operated so as not to produ ,mes or smoke. The cold planing machine shall be capable of planing the pavement without requiring����iuse of a heating device to soften the pavement during or prior to the planing operation. ! / The depth, width .0. shape of the cut shall be as indicated on the typical cross-sections, details, or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross- sections and details. The outside lines of the planed area shall be neat and uniform. Planing asphalt concrete pavement operations shall be performed without damage to the surfacing to remain in place. Planed widths of pavement shall be continuous except for intersections at cross-streets where the planing shall be carried around the corners and through the conform lines. Following planing operations, a drop-off of more than 0.15-foot will not be allowed at any time between adjacent lanes open to public traffic. When transverse joints are planed in the pavement at conform lines, no drop-off shall remain between the existing pavement and planed area when the pavement is opened to pubic traffic. If asphalt concrete has not been placed to the level of existing pavement before the pavement is to be opened to public traffic, temporary asphalt concrete tapers shall be constructed. Asphalt concrete for temporary tapers shall be placed to the level of the existing pavement and tapers on a slope of 30:1, or flatter, to the level of the planed area. TRANSPORTATION IMPROVEMENTS FOR 48 Spec.No. 17-09 REDWOOD BUSINESS PARK Asphalt concrete for temporary tapers shall be commercial quality and may be spread and compacted by any method that will produce a smooth riding surface. Temporary asphalt concrete tapers shall be completely removed, including the removal of all loose material from the underlying surface, before placing the permanent surfacing. Such removed material shall be disposed of outside the highway right-of-way in accordance with the provisions of Section 14-10, "Solid Waste Disposal and Recycling,"of the Standard Specifications. Operations shall be scheduled such that not more than seven (7) days shall elapse between the time when transverse joints are planed in the pavement at the conform lines and the permanent surfacing is placed at such conform lines. The material planed from the roadway surface, including material deposited in existing gutters or on the adjacent traveled way, shall be removed and disposed of outside the right-of-way in accordance with the provisions in Section 14-10, "Solid Waste Disposal and Recycling," of the Standard Specifications. Removal operations of cold-planed material shall be concurrent with planing operations and follow within 50 feet of the planer, unless otherwise directed by the Engineer. A cold planer may not be used for recycling asphalt concrete pavement into aggregate base. Any concrete rings (i.e., at manholes)within the roadway shall be adjusted to clearllb_accommodate new HMA pavement. ^^r���`� 13-08.2 Equipment. The machine used for planing shall have performe nazis actorily on similar work and shall meet the following requirements herein. 2� The planing machine shall be specifically designed and built for theta ng of bituminous pavements without the addition of heat. `V The machine shall be capable of being operated at speed zero to forty feet per minute, it shall be self- propelled, and have the capability of spraying water atth 4i ting drum to minimize dust. The machine shall be operated in such a way so that no fumes or smoke be produced. The machine shall be capable of removing the paving material next to curbs or gutters be designed such that the operator thereof can at all times observe the planing operation without leaa!I®t e controls. The machine shall be adjustable for slope and depth and shall be equipped with sonic se<Kg, devices for controlling depth. Prior to cold planing, all utility facilities showered to below the grinding planes. 13-08.3 Construction. i'"" / 13-08.3.1 General. Limits ofc p aning are shown on the drawings. The depths and dimensions of the cold planing and edge grinds ar. signated on the Plans. Cold planing may be used for removal of existing asphalt concrete pavemen ►� ler the bid item for"remove asphalt concrete pavement and base." Cold planing may re removal of existing asphalt concrete above gutter lips, in addition to the required depth below the gutgr ip. Pavement to be cold planed may contain pavement fabric. 13-08.3.2 Pavement Removal. Prior to cold planning, on streets to have a uniform depth of the existing surface removed, 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 will be responsible for maintaining any temporary asphalt fill material over these facilities until the final paving surface is installed. The Contractor shall clearly mark or reference lowered sanitary sewer manholes, storm drain manholes, and water valves in case emergency access is required by the agency responsible for operation of those systems. All pavement areas designated for removal and replacement shall be cold planed to the full width of the roadway. Pavement against curb faces shall be removed to the full depth designated for that particular section of roadway. If pavement against curb faces cannot be removed by the planing machine, the Contractor shall use other means to remove this material. TRANSPORTATION IMPROVEMENTS FOR 49 Spec.No. 17-09 REDWOOD BUSINESS PARK 13-08.3.3 Tolerances. The pavement surface after cold planing shall be uniformly rough. The grade shall not deviate from a suitable straight edge more than 1/4 inch at any point. When multiple passes are required to create the cold planed surface, the maximum variation from a string line or straight edge shall be 1/4 inch high to 1/2 inch 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 the Contractor's responsibility. 13-08.3.4 Removal and Disposal of Material. During the cold planing operation, the Contractor shall sweep the roadway with mechanical equipment and remove all loosened material from the project site until completion of the removal work. All material removed shall be considered the property of the Contractor and shall be removed and disposed of in accordance with Section 14-10, "Solid Waste Disposal and Recycling," and all applicable laws at the Contractor's expense. Contractor shall dispose of all asphalt concrete generated from removal or demolition activities on the project at a recycler for these materials. The Contractor shall provide receipts verifying delivery and approximate quantities (in tons) of the material delivered to a material recycler. All other exces aterials from the project shall become the property of the Contractor and shall be disposed of by him at hi�ense. In addition to removing the cold planned asphalt concrete, the Contracts% remove any slurry seal or asphalt concrete which is adhered to the top of the adjacent gutter, cross tip. er, or spandrel. 13-08.3.5 Air Pollution Control. The Contractor shall take all necegary measures to avoid the dispersion of dust. Attention is directed to Subsection 14-9.03, "Dust ContrkOf the Standard Specifications and these Construction Details. S 13-08.3.6 Temporary Transitions. The Contractor sh �Onstruct temporary pavement transitions prior to allowing traffic onto cold-planed pavement areas. Such tib iitions shall have a maximum slope of 20:1 and be constructed on kraft paper or other suitable bond bilker such that upon removal of the transition a clean notch remains. Temporary transitions are not nes ry in traffic areas if the drop off is less than 0.10 feet. Temporary transitions are required at all confoXhandicap ramps, cross gutters, and driveways. 13-08.3.7 Correction of Tear Out Area ear-out to the underlying layers occurs during the cold planing operation, the Contractor shall adjust hid peration to minimize tear-out. Corrections shall include changing operation speed and replacing cutti eeth. Changes in cold planing depth shall only be made with approval of the Engineer. Areas torn out by lack of dilig on the Contractor's part shall be corrected by placement of asphalt concrete conforming to the require s of these special conditions. Areas torn out due to pre-existing adhesion problems in the existinn `CCBalt concrete shall be corrected at the City's expense as directed by the Engineer. 13-08.4 Measurer' T`annd Payment. Full compensation for Cold Plane Asphalt Concrete Pavement will be measured and paid for at the contract unit price per square foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the asphalt concrete cold planning and conform grinding, including but not limited to, removal of striping and markings within cold plan and conform grind limits, lowering utility covers, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials furnishing, the asphalt concrete for and constructing, maintaining, removing and disposing of temporary asphalt concrete tapers and generally preparing surface for asphalt concrete pavement, as specified in these Construction Details, shown on the Plans, and directed by the Engineer and no additional allowances will be made therefor. 13-09. Clearing and Grubbing. 13-09.1 General. Clearing and grubbing shall conform to the provisions in Section 16, "Clearing and Grubbing," of the Standard Specifications. This work shall consist of removing all objectionable material within the limits shown on the Plans and as directed by the Engineer. Clearing and grubbing shall be performed in advance of grading operations and in accordance with the requirements of these construction details. TRANSPORTATION IMPROVEMENTS FOR 50 Spec.No. 17-09 REDWOOD BUSINESS PARK Special care shall be taken by the Contractor to protect adjacent property, improvements, utilities facilities, lawns, landscape features and landscape irrigation and shrubbery from damage. Any such objects or improvements so damaged shall be replaced or restored in kind by the Contractor, at his own expense, to the satisfaction of the Engineer. Irrigation system components removed during bioretention excavation, backfill and construction of bioretention areas shall be replaced and the irrigation system restored to original working order as part of the bioretention excavation. All existing street designation and traffic control signs and posts within the limits of work shall be carefully removed, cleaned of excess earth and debris, and delivered to the City of Ukiah Public Works corporation yard, except those that are shown on the Plans for reinstallation, relocation or required for traffic control as determined by the Engineer. The area to be cleared and grubbed shall be the area shown on the Plans, including but not limited to medians, bioretention areas, road widening or narrowing areas, and other areas unless otherwise specified in the Construction Details. All stumps, large roots, root balls and other objectionable materials shall be remove ) a depth of 3 feet below finished grade in the median areas between saw cut limits, and to a depth of 12 i- 4iret below finished grade in the area between curb and public utility easement line. The resulting spaces s•: le backfilled with suitable fill material placed and compacted in accordance with the applicable pro...4W s of Section 19-6.03 of the Standard Specifications. 2 13-09.2 Trees and Tree Roots. The locations of trees planned for r1Rho al are shown on the Plans. A pre-construction bird nesting survey shall be conducted wit•., '0 days prior to tree removal if street trees are to be removed between February 1 and August 14. If •• pied nests are found, the trees shall not be removed until the birds have fledged. A biologist shalQb retained by the Contractor to establish a no- construction buffer around the tree and to make the detRyation when the birds have fledged. A bird nesting survey is not required between August 15 and Januaa 31. The Engineer shall be contacted a minimum o 48-hours prior to any tree removal to perform an on-site inspection and clearance. Trees shall be rezyed in a manner satisfactory to the Engineer. The Contractor shall note that there are ndp erous trees near areas intended for roadway excavation, including medians. The Contractor's operatiorncluding the size of the removal equipment, shall be such, so as to ensure that existing trees are no aged. Where limited clearance under the trees prevents the use of an excavator or pavement grinder avation shall be performed by an alternate method as approved by the Engineer. Alternate method ay include jack-hammering and removal of existing pavement and base materials by hand, or by usi,`" smaller equipment. Protection and preservation of tree canopies must occur at all times. Excavators, • '•rs, transfers and dumps must all be utilized in a manner which does not damage or break lateral limb-• oliage. Limbs and foliage are easily damaged by the heat of equipment exhaust stacks. Manage c/a t between exhaust and foliage at all times. If limbs are broken or damaged during construction activities they must be removed with a sharp saw at their point of attachment to the trunk. Any tree not designated for removal that is damaged beyond reasonable recovery will be appraised for value using the Trunk Formula Method of Tree Valuation of Northern California, established by the International Society of Arboriculture, by an arborist retained by the City. Contractor shall be liable for the cost of this established appraisal value. Where tree roots over 1 inch in diameter are encountered during roadway excavation, the Contractor shall expose and cleanly cut the roots off six inches below the planned subgrade. Each cut shall be clean with no torn bark or splintered wood remaining on the root and shall be accomplished by use of a saw appropriate for the size of the root to be cut. No root larger than 1 inch in diameter may be pulled or torn from the ground under any circumstances. Actual cutting of roots shall be done with a hand saw, reciprocating saw, cut-off saw or other suitable hand or power equipment to obtain a clean cut. Any pruned roots that are to remain exposed to air for more than 24 hours must be temporarily protected from desiccation until backfilling occurs and roots are covered. Roots must be covered with fabric while exposed and fabric must remain wet at all times. TRANSPORTATION IMPROVEMENTS FOR 51 Spec.No. 17-09 REDWOOD BUSINESS PARK Remove fabric prior to backfilling. No equipment, construction materials or access shall occur on the medians at any time to prevent root damage through soil compaction. Tree roots shall be anticipated anywhere trees or tree canopies are identified on the Plans. Where trees or tree canopies are not identified on the Plans and tree roots are interfere with the construction or reconstruction of curb, gutter, sidewalk, pavement, water mains, water services or other facilities, the Contractor shall excavate and expose the roots for inspection by the Engineer. Upon approval from the Engineer, the Contractor shall remove tree roots which are four (4) inches or less in diameter to provide a minimum clearance of six inches to any new facility. No separate compensation will be paid for removing roots not identified on the Plans. 13-09.3 Measurement and Payment. Full compensation for Clearing and Grubbing will be paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in clearing and grubbing including salvaging rip rap (rock slope protection, RSP) within the limits shown on the Plans and as specified in these Construction Details, and no additional allowances will be made therefor. 13.10. Earthwork. &°w 13-10.1 Roadway Excavation. Roadway excavation shall conform to the ap• Ule provisions of Section 19 of the Standard Specifications. Roadway excavation shall include all e+=:tion and fill in roadway and sidewalk areas, roadway reconstruction, median area excavation and fill avation and fill in sidewalk areas, excavations and fill for curbs and gutters, excavation and fill for pedes r1sa ramps, asphalt concrete and base removal, grading, embankment excavation, disposal of excess mate�QI, and all other work as specified in this section. Roadway excavation shall also include preparation of s k 3 e in roadway, curb and gutter, driveway and sidewalk and pedestrian ramp areas to receive new k . 3vements, including scarification, moisture conditioning, and compaction as shown on the Plans, Al described in Section 19 of the Standard Specifications and these Construction Details. Roadw. excavation shall be performed using a grinder, excavator or approved equivalent. No rubber tired eq ry ent shall be allowed on the subgrade at any time except when proof rolling. Proof roll prepared subgratg.with a full loaded water truck. Excavation and soil fill in bioretention areas sh14,0 paid for as bioretention excavation. Asphalt and concrete removal operations be performed without damage to any structure or facility that is to remain in place, including shallow storm rains crossing Airport Park Boulevard which may be encountered during roadway excavation. The CC tractor shall, at his own expense, repair any such damage to the satisfaction of the Engineer. P Asphalt shall be removed al- • clean, straight lines and may be cut by any method which will not damage existing pavement, base o •.•grade to remain in place. Edges of asphalt broken down during the making of subgrade shall be rec .• removed before surfacing material or new asphalt pavement is placed, and no additional compensa,'pm ill be made therefor. Sections of asphalt outside the lines and limits of removal shown on the Plane established by the Engineer that are removed, broken or damaged by the action of the Contractor, or throug his negligence or operations, shall be replaced by the Contractor at his own expense to the satisfaction of the Engineer. Striping and markings located within asphalt pavement removal limits shall be removed as part of roadway excavation. Existing utilities exposed during subgrade excavation shall be immediately brought to the attention of the Engineer. Excess materials from the excavation shall become the property of the Contractor and shall be disposed of by the Contractor at the Contractor's expense. Prior to disposal of any excess material from the work site, the Contractor shall submit to the Engineer written authorization for such disposal and entry permission signed by the approved disposal site. The Contractor shall disclose in landfill applications the existing conditions and the written disposal and entry permission shall include acknowledgement of such disclosure. Contractor shall TRANSPORTATION IMPROVEMENTS FOR 52 Spec.No. 17-09 REDWOOD BUSINESS PARK comply with all disposal regulations such as City, County, and/or State permits and licenses, as may be required. The Contractor shall dispose of all Portland cement concrete and asphalt concrete generated from roadway excavation, removal and demolition activities on the project at a recycler for these materials and in accordance with Section 14-10, "Solid Waste Disposal and Recycling,"of the Standard Specifications. The Contractor shall provide receipts verifying delivery and approximate quantities (in tons) of the material delivered to a material recycler. All other excess materials from the project shall become the property of the Contractor and shall be disposed of by him at his expense. Attention is directed to Section 12-01 of these technical specifications regarding pot-holing of existing utilities prior to the start of excavation. Payment for utility pot-holing shall be made under "utility clearances" and no additional compensation will be made therefor. 13-10.2 Unsuitable Material. Unsuitable material shall be stabilized in accordance with the provisions of Section 19-1.03 of the Standard Specifications and these Construction Details. Material below the natural ground surface in roadway areas, and basement mater;,, below the grading plane in excavation areas that is determined by the Engineer to be unsuitable for the 'l- ned use and cannot be made stable by drying the top 6 inches shall be excavated and disposed of _: •Irected or approved by the Engineer. ��Q. � When unsuitable material is removed and disposed of, the resulti►k§pace shall be filled with Class 2 aggregate base. Place and compact Class 2 aggregate base in layers specified herein. 13.10.3 Subgrade Stabilization. Unsuitable material shall b�#bilized per Section 19-1.03 of the Standard Specifications with the following additions: In the event that the subgrade material is unstable and 'n t be made stable by drying the top six inches as determined by the Engineer then the Contractor all excavate an additional 6 inches, install subgrade enhancement geotextile and install 6 inches of Cl s? aggregate base. 13.10.3.1 Subgrade Enhancement Geot 4. Subgrade enhancement geotextile shall be installed in accordance with the manufacturer's recorU dations and shall meet or exceed the following specification: TRANSPORTATION IMPROVEMENTS FOR 53 Spec.No. 17-09 REDWOOD BUSINESS PARK Performance Properties Test Method Unit Typical Minimum Average Roll Value Roll Value Tensile Strength @ 2% strain (MD) ASTM D4595 lbs/ft(kN/m) 540 (7.9) 480 (7.0) Tensile Strength @ 2%strain (CD) ASTM D4595 lbs/ft(kN/m) 2160 (31.5) 1800(26.3) Tensile Strength @ 5%strain (MD) ASTM D4595 lbs/ft(kN/m) 1560 (22.8) 1440(21.0) Tensile Strength @ 5%strain (CD) ASTM D4595 lbs/ft(kN/m) 4920 (71.8) 4380(69.3) Flow Rate ASTM D4491 gal/min/ft2 90 (3667) 75 (3056 )1 ( ) Permittivity ASTM D4491 sec-1 1.2 1.01 Typical Roll Value Pore Size 095 ASTM D6767 microns 337 Pore Size 050 ASTM D6767 microns 192 Index Properties Maximum Opening Size Apparent Opening Size(AOS) ASTM D4751 U.S Sieve (mm) 50 (0.30) 40 (0.425) Mijrnum Test Value Interaction Coefficient2 ASTM D6706 -- e:w 0.9 Factory Seam Strength ASTM D4884 lbs/ft(kN/m) p\--„i3000(43.8) UV Resistance ASTM D4355 % strength �Q 90 (at 500 hours) retained \ 1 Minimum Roll Value V 2 Interaction Coefficient value is for sand or gravel based on testirenducted by SGI Testing Services. Minimum Average Roll Value (MARV) is calculated as typic nus two standard deviations. Statistically, it yields a 97.7 percent degree of confidence that any sampl n during quality assurance testing will exceed value reported. ,R> Subgrade enhancement geotextile shall be woven super high-tenacity polypropylene yarns with a weave pattern to maximize strength, water flow, soil i tion and soil retention. The yarns shall be from high- tenacity long-chain synthetic polymers compokdlof at least 95 percent by weight of polyolefins or polyesters. They shall form a stable network such thaerfilaments or yarns retain their dimensional stability relative to each other, including selvages. ��.• i Subgrade enhancement geotextile have a separation factor of 0.9 or higher per ASTM D422, Modified. Subgrade enhancement geot�Cshall be Mirafi RS580i or approved equivalent. Geotextile labeling, ship *and storage shall follow ASTM D4873. Product labels shall be color-coded to specifically identify e.v + oduct and clearly show the Manufacturer's name, style name, and roll number. Each geotextile rol 4° be wrapped with a material that will protect the geotextile from damage due to shipment, water, s • ight, and contaminants. During storage, geotextile rolls shall be elevated off the ground and adequately covered to protect them from the following: site construction damage, precipitation, extended ultraviolet radiation including sunlight, chemicals that are strong acids or strong bases, flames including welding sparks, excess temperatures, and any other environmental conditions that may damage the physical property values of the geotextile. Provide manufacturer's technical representative at project site during initial subgrade enhancement geotextile placement on prepared subgrade to ensure proper installation. Prior to the placement of subgrade enhancement geotextile, the Contractor shall remove all loose dirt as left from excavation activities, scarify the subgrade a minimum depth of 6 inches, moisture condition to near optimum and compact to 95% relative compaction. For the purpose of payment, subgrade enhancement geotextile will be measured horizontally in place, not including overlaps or folds. TRANSPORTATION IMPROVEMENTS FOR 54 Spec.No. 17-09 REDWOOD BUSINESS PARK 13-10.4 Bioretention Excavation. Bioretention excavation shall conform to the applicable provisions of Section 19-3 of the Standard Specifications. Bioretention excavation shall include all excavation and native soil backfill in bioretention areas shown on the plans, and restoration of existing irrigation systems removed or damaged during bioretention excavation. 13-10.5 Tire Derived Aggregate Fill. Bioretention area permeable fill shall consist of furnishing and placing tire derived aggregate (TDA), moisture barriers and filter fabric, and shall be constructed in conformance with the requirements of this section, the details shown on the plans and as directed by the Engineer. 13-10.5.1 Materials. TDA material shall consist of whole used tires shredded into pieces conforming to the gradation specified in this section. TDA shall be Type A, 300-mm sizing, and shall conform to the following grading and quality requirements: Type A TDA shall have a maximum dimension, measured in any direction, of 8 inches. Type A TDA shall have 100% passing the 4 inch square mesh sieve, a minimum of 95% passing (by weight) 3 inch square mesh sieve, a minimum of 50% passing (by weight)the 1.5 inch square mesh sieve, and a maximum of 5% passing (by weight)the No. 4 sieve. Tire buffing or tire fines will not be allowed. 0w ? Tire shreds shall be produced by a shearing process. Tire shreds prodd/y a hammer mill will not be allowed. 2`C Tire shreds shall not contain any contaminates such as oil, grease, e I fuel or other chemical substances, shall not contain fragments of wood, wood chips, or any other fl&r us organic matter, and shall not contain loose wire or metal fragments. 4�• The TDA shall have less than 1% (by weight) of metal.) ents that are not at least partially encased in rubber. a52 At least one sidewall shall be severed from the tr-.:10 each tire. Tire shreds shall not contain the remains of that have been previously burned. Metal fragments that are partially encased�inn rubber shall protrude no more than 1 inch from the cut edge of the TDA on 75%of the pieces (by wok)and no more than 2 inches on 90%of the pieces (by weight). A minimum of 15 days prior to Ksstart of TDA delivery, the Contractor shall provide the name, address, and phone number of the TDA s NZtigr and a Certificate of Compliance conforming to the requirements of Section 6-3.O5E, "Certificates of 0 pliance," of the Standard Specifications, for TDA gradation, free wire, and exposed wire testing, fi�g--►--�1' eiew by the Engineer. Indicate process used to produce TDA. Submit name of TDf�lf?I materials supplied. Available suppliers listed in order of distance from project site: Tri-C Manufacturing Inc. 520 Harbor Blvd. West Sacramento, CA 95691 Website: www.tri-cshredders.com Waste Recovery West, Inc. 4554 S El Dorado St, Stockton, CA 95206 Phone: (916)395-5541 Website: http://www.tiredisposal-recycling.com A minimum of 15 days prior to the start of TDA delivery, the Contractor shall provide a written stockpiling plan conforming to the requirements of "stockpiling" of this section for review by the Engineer. The Engineer will have 15 days to review the submittals and provide written approval the TDA supplier and stockpiling plan. If TRANSPORTATION IMPROVEMENTS FOR 55 Spec.No. 17-09 REDWOOD BUSINESS PARK the Engineer does not approve the TDA supplier, the Contractor shall not start hauling TDA material from that supplier, and shall submit the required documentation for another TDA supplier. The Engineer will have an additional 15 days to review and approve subsequent submittals. If the Engineer does not approve the stockpiling plan, the Contractor shall not start hauling TDA material from that supplier, and shall submit a revised stockpiling plan. The Engineer will have an additional 15 days to review and approve subsequent submittals. Submit copies of TDA delivery tickets showing tons delivered to Engineer the same day as delivery. TDA delivery tickets are required for payment. Filter fabric shall be as specified in Section 13-19.2.6. 13-10.5.2 Quality Assurance. TDA material shall be tested a minimum of once every 250 tons of production. A Certificate of Compliance conforming to the requirements of Sections 6-3.05E, "Certificates of Compliance," of the Standard Specifications shall be furnished to the Engineer as every 250 tons of TDA material is received on the project. Provide a 5 gallon sample of TDA to Engineer every 500 cubic yards of delivere••r aterial. City will perform gradation tests (AASHTO-27) at a frequency of one test per 500 cubic yards of t ial manufactured for this project. �✓ 13-10.5.3 Stockpiling. The Contractor shall submit a written plan for piling TDA material that includes the following: J 1. Locations and maximum sizes of TDA stockpiles. Q 2. Stockpile platform size and methods of preparation. 3. Dimensions and locations of fire access roads and reaks. 4. Fire and security emergency telephone numbers The Contractor shall prepare stockpile platforms witlfhe areas approved by the Engineer in the TDA stockpiling plan. Stockpile platforms shall be the mini size and number necessary to allow delivery of TDA and construction of lightweight fill. Approved areA0 stockpile platforms shall be cleared and grubbed. All topsoil shall be removed. Stockpile platforms m consist of either: 1. A minimum 6-inch thick layer ofi eable material. The maximum allowable stockpile platform grade shall be 10 percent. 2. Paved areas. /` Individual TDA stockpiles on stock platforms shall cover a maximum of 25,000 square feet, and shall not exceed 12 feet in height. A mi strip firebreak with a minimum width of 35 feet shall separate adjacent stockpile platforms. Minera ip firebreaks shall consist of exposed mineral soils or rock that has been cleared of vegetation, tops nd all other combustible materials. The Contractor shall 41111` •ride access roads to TDA stockpiles wide enough to accommodate fire trucks. All access roads and figb eaks shall be free and clear of obstructions at all times. TDA materials may be stockpiled for a maximum of 90 days. If unforeseen circumstances require TDA materials to remain stockpiled longer than 90 days, the Contractor shall obtain written approval from the Engineer, and written approval from the City Fire Marshal and all project permitting agencies prior to the end of the 90 day limit. Stockpile platforms shall be completely removed and disposed of by the Contractor when no longer required. 13-10.5.4 Construction. Verify bioretention areas are free of conflicting utilities prior to excavation. In the event of utility conflict, notify the Engineer immediately in writing. Contractor shall include in the item bid the effort required to adjust the length (±10 feet) and width (±2 feet) of the bioretention areas as needed to avoid conflicts with existing utilities. Excavate bioretention areas to the lines and grades shown on the plans. TRANSPORTATION IMPROVEMENTS FOR 56 Spec.No. 17-09 REDWOOD BUSINESS PARK Prior to placing filter fabric, moisture barriers and TDA fill, verify that surveying has been completed to define the subgrade configuration upon which the TDA will be placed. Verify that the filter fabric separator has been installed on all sides of the trench, and that all quality control testing and documentation has been received and approved by the Engineer. Verify that water quality sample wells have been installed. TDA shall be carefully transported from stockpile areas to installation areas. All TDA spilled or dropped during transport and installation shall be immediately cleaned up to the satisfaction of the Engineer and placed back in stockpile areas or installation areas. Install water quality sampling wells in excavated bioretention areas prior to installing filter fabric and TDA. Support sampling well riser pipe during placement of TDA fill material so it remains vertically plumb. TDA material shall be placed initially by dumping from trucks. TDA material shall be spread using track- mounted equipment or by hand. TDA material shall be placed in lifts no greater than 12 inches. TDA lifts shall be compacted using a minimum of six complete coverage passes ,C'ng a walk behind trench compactor with minimum centrifugal force of 15,000 LBF and travel speed of 1.54" . TDA material shall be encapsulated in filter fabric as shown on the Drawin, ilter fabric shall be overlapped a minimum of 18 inches in the direction of the spread. A tolerance of 2 .4,. •es above the required grade and cross section will be allowed for TDA fill. If the top of any layer of TD A . omes contaminated by any foreign material, including but not limited to soil, organic matter, oil, grease,*soline, or diesel fuel, the contaminated material shall be removed and replaced at the expense of the Cop rtor. Install drain pipes, cleanouts, water quality sample wells an inage catch basins in TDA fill to the lines and grades shown on the plans. Thoroughly level compact TD,p1 prior to placement of drain pipes, catch basins, and other structures. TDA is compressible. Place and compact additio t fill under drain pipes and catch basins as required to achieve design grades and invert elevationsie t and structures on level TDA. Place and compact additional TDA bedding and backfill arouriEISNpes and structures so they are firmly installed and stable. Support pipes and structures during TDA ment and compaction. • The maximum tolerance of compacteckightweight fill (TDA)shall be 3 inches from the finished grades for TDA shown on the plans. P_ Overlap filter fabric around i •1 inlets and structures a minimum of 18 inches such that the TDA is fully encapsulated in filter fabriN - additional filter fabric to ensure TDA is completely separated from subsequent placement of topsoil.�l-,> The top of the encI tteed TDA layer shall be covered by native topsoil as shown on the plans. Compaction for topsoil fill and embankment material above the TDA shall be 80 percent relative compaction. Excess TDA fill material delivered to the site but not used shall become the property of the Contractor and shall be disposed of by him at his expense. 13-10.6 Shoulder Backing. Shoulder backing shall comply with Section 19-9 of the Standard Specifications. Payment for shoulder backing shall be considered as included in the payment for class 2 aggregate base, and no additional allowance will be made therefor. 13-10.7 Measurement and Payment. Full compensation for Roadway Excavation will be measured and paid for at the contract unit price per cubic yard (F) for the final pay quantity in the Engineer's Estimate, which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work TRANSPORTATION IMPROVEMENTS FOR 57 Spec.No. 17-09 REDWOOD BUSINESS PARK required for the roadway excavation as described in this section within the limits shown on the Plans, removing asphalt concrete pavement, base, sub-base, subgrade, cutting and pruning tree roots encountered during excavation, excavating and grading ditches and swales, spreading and compacting subgrade material to achieve required subgrade elevation, backfilling as required to achieve design subgrades and finish grades, and scarifying, moisture conditioning and compacting subgrade as specified in Section 19 of the Standard Specifications and these Construction Details, including, preparation of subgrade in all roadway, curb and gutter, sidewalk, driveway and ramp areas, scarification, moisture conditioning, and compaction and no additional allowances will be made therefor. Removal of existing bituminous pavement and base materials will be paid for as roadway excavation. Full compensation for Remove Unsuitable Material will be measured and paid for at the contract unit price per cubic yard, which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work required for the excavation and removal of unsuitable material, providing Class 2 aggregate base material on subgrade enhancement geotextile, and compacting subgrade and base material as specified in Section 19 of the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for Subgrade Enhancement Geotextile will be measured a :4.. d for at the contract unit price per square yard, which price shall include full compensation for furn. • • all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all wor.ip euired for providing subgrade enhancement geotextile within the limits shown on the Plans or as direc, ) '+y the Engineer and no additional allowances will be made therefor. QJ Full compensation for Bioretention Excavation will be measur nd paid for at the contract unit price per cubic yard, which price shall include full compensation f rnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all vp required for the bioretention excavation as described in this section within the limits shown on the PI a including native topsoil backfill and restoration of existing irrigation systems, and no additional allowances be made therefor. Full compensation for Tire Derived Aggregate F}Ieibe measured and paid for at the contract unit price per cubic yard, which price shall include full e?? ensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals fc •-rforming all work required provide tire derived aggregate fill, including submittals, delivery tickets, st•sligcr ng, transporting, moisture barriers, filter fabric, water quality sampling wells, placing and compacting)a • clean up as described in this section within the limits shown on the Plans, and no additional allowancekwill be made therefor. _.• 13-11. Permanent Erosion Co Qol. 13-11.1 General. PermanE`osion Control shall conform to the provisions in Section 21, "Erosion Control," of the Standard Speciffi�i�----V s. Permanent erosionql�trol work shall consist of replacement of natural sod and landscaping in bioretention areas, applying seed and jute mesh as specified in this section on all ground areas where the existing vegetation has been disturbed during the performance of the work and other areas designated by the Engineer that have been cleared of vegetation by reason of the work. With the exception of the replacement of sod and landscaping in bioretention areas, permanent erosion control shall be applied as the last item of work and it shall be applied prior to October 15. If any areas designated by the Engineer to receive permanent erosion control materials are not ready or completed prior to October 15, then temporary erosion control measures as specified in Section 13-02, "Temporary Erosion Control" of these Special Provisions shall be implement to those areas. 13-11.2 Materials. Materials shall conform to Section 21-1.02, "Materials," of the Standard Specifications. Landscaping removed during the construction of bioretention areas, including small trees and shrubs, shall be salvaged, potted, watered, fertilized and maintained in a healthy condition until replanted, or replaced in kind with landscaping of equivalent size and type and subject to the approval of the Engineer. TRANSPORTATION IMPROVEMENTS FOR 58 Spec.No. 17-09 REDWOOD BUSINESS PARK 13-11.2.1 Seed. Seed shall conform to the provisions in Section 21-1.O2G, "Seed," of the Standard Specifications. Individual seed species shall be measured and mixed in the presence of the Engineer. Seed shall be delivered to the project site in unopened separate containers with the seed tag attached. Containers without a seed tag attached will not be accepted. Seed shall conform to the following seed mix: Botanical Name Percent Pounds Pure Live (Common Name) Germination Seed Per Acre(Slope (Minimum) Measurement) Elymus glaucus (Blue 80 12 Wildrye) Hordeum brachyanthyrum 80 12 (Meadow Barley) Leymus triticoides 80 12 (Creeping Wildrye) Vulpia microstachys 80 10 Fertilizer shall conform to the provisions in Section 20-2.O7D(1), "Fertilizer,"oft andard Specifications and shall have a guaranteed chemical analysis of 10 percent nitrogen, 10 p e phosphoric acid and 10 percent water soluble potash. `‹e' Stabilizing emulsion shall conform to the provisions in Section 21-1.0 olymer Stabilized Fiber Matrix,"of the Standard Specifications and to these Special Provisions. StabitiAlt emulsion shall be "EarthGuard" by Terrallova, Inc or approved equal. Mixing and application shal` er manufacturers recommendations. Seed shall be applied at a rate of 80 punds per acre (0.26 'es per square yard)evenly over bare soils. After spreading seed, the area shall be hand raked to m seed into the topsoil. 13-11.2.2 Jute Mesh. Jute mesh must be made (,*) ocessed natural jute yarns woven into a matrix. Jute mesh must comply with the requirements of4 ion 21-1.020(2)of the Standard Specifications. 13-11.2.3 Fiber Rolls. Fiber Rolls shall bgj` pe A and shall comply with the requirements of Section 21-1.O2P of the Standard Specifications. teners shall be wood stakes as specified in Section 21- 1.02R of the Standard Specifications,, 13-11.2.4 Sod. Sod or natural t hall match existing removed during the construction of bioretention areas. Inspect the sod pieces -`to purchase and at delivery. Do not procure sod that has weeds, insects or yellow or brown spots sod should appear green and healthy. Store on site with eaLhroll laid out individually(not stacked). Moisten with about 1/2 inch of water. Store the rolled sod in the shade until installation. Install the sod within 12 hours in temperatures above 60 degrees F. In temperatures below 60 degrees F, sod may be stored up to 36 hours prior to installation. 4 Moisten the sod with water every 12 hours to keep it moist until installation. Prepare soil for sod installation. Ensure soil is loose, well-draining and not overly compacted. Fit sod to area of previous sod removal. Moisten again with about 1/2 inch of water after installation. 13-11.3 Measurement and Payment. Full compensation for Erosion Control will be paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in installing permanent erosion controls within the limits shown on the Plans and as specified in the Standard Specifications and these Construction Details, including but not limited to placement of top soil, installation of sod, landscape plants, jute mesh, seed, hydroseed, fertilizer, fiber rolls, and salvaged RSP at drainage swale, fine grading, cleaning and removing TRANSPORTATION IMPROVEMENTS FOR 59 Spec.No. 17-09 REDWOOD BUSINESS PARK sediment deposits inside existing storm drains, and no additional allowances will be made therefor. 13-12. Finishing Roadway. Finishing roadway shall conform to the provisions in Section 22, "Finishing Roadway," of the Standard Specifications. 13-13. Aggregate Subbase. 13-13.1 General. Aggregate subbase shall be Class 3 Aggregate Base and shall conform to the provisions and grading requirements of Section 25 of the Standard Specifications. Where approved by the Engineer for use, aggregate subbase shall be Class 2, and shall be placed, moisture conditioned, graded, and compacted to the grades or limits shown on the Plans. 13-13.3 Construction. Construction of the new aggregate subbase shall conform to Section 25 of the Standard Specifications. Grading shall comply with the requirements of Section 19, "Earthwork", of the Standard Specifications. During any grading operations, the Contractor is directed to Section 7, "Legal Relations and Responsibility to the Public". The Contractor shall protect any items, facilities, or improvements, as necessary, in order to avoid causing damage. The existing subgrade material below the new aggregate base shall be ripped to�Viimum depth of 6 inches, scarified, moisture conditioned to optimum moisture content, and compacta minimum of 95 percent relative compaction. 13-14. Aggregate Base. J -- 13-14.1 General. Aggregate base shall be Class 2 Aggregate :.:- and shall conform to the provisions and grading requirements of Section 26 of the Standard Specific s for 3/4" inch maximum sized aggregate. Aggregate base shall be placed, moisture conditioned, grad 'and compacted to the grades or limits shown on the Plans. �Q 13-14.2 Materials. �-� 13-14.2.1 Class 2 Aggregate Base. Class 4gregate base shall conform to the grading requirements of Section 26 of the Standard Specifications for ' maximum aggregate. 13-14.3 Construction. Construction o*new aggregate base shall conform to Section 26 of the Standard Specifications. Grading shall complAwith the requirements of Section 19, "Earthwork", of the Standard Specifications. During any gradi •4.-rations, the Contractor is directed to Section 7, "Legal Relations and Responsibility to the Public". Th •ntractor shall protect any items, facilities, or improvements, as necessary, in order to avoid causing da . The existing subgrade r' - `ial below the new aggregate base shall be ripped, scarified, moisture conditioned to optimum moisture.•k -nt, and compacted to a minimum of 95 percent relative compaction. 13-14.4 Measurement and Payment. Full compensation for Class 2 Aggregate Base will be measured and paid for at the contract unit price per cubic yard for the final pay quantity in the Engineer's Estimate, which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work required for the hauling, constructing, placing, spreading, moisture conditioning and compacting of aggregate base, class 2 permeable material and shoulder backing to finish grade or subgrade elevations within the limits shown on the Plans, as specified in Section 26 of the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. 13-15. Hot Mix Asphalt. 13-15.1 General. HMA shall contain high tensile strength aramid fiber reinforcement. HMA shall be provided in accordance with the Standard HMA construction process and conform to Section 39 of the Standard Specifications and as detailed in this specification. Fiber reinforced HMA is mixture of hot mix asphalt and a high tensile strength aramid fiber blend that has TRANSPORTATION IMPROVEMENTS FOR 60 Spec.No. 17-09 REDWOOD BUSINESS PARK greater resistance to rutting, thermal cracking, fatigue cracking, and reflective cracking as compared to conventional non-fiber asphalt mixes. 13-15.2 Quality Control Plan. Contractor shall establish, implement and maintain a Quality Control Plan (QCP)to ensure materials and work comply with the specifications and the corrective actions required to control the quality of work. The QCP shall comply with these specifications and Section 39-2.02 "Contractor Quality Control"of the Standard Specifications. Contractor shall attend a pre-paving conference with the Engineer to discuss methods of performing the production and paving work and how quality control will be performed throughout. Qualifications of workers: Provide sufficient skilled workers and supervisors who shall be present at all times during execution of this portion of the Work and who shall be thoroughly familiar with the type of construction involved and the materials and techniques specified. Codes, standards and definitions: 1. Wherever a test method is referenced in this section, it shall be made i ccordance with the most current test method in use by Caltrans in the State Standard S i . ations, unless otherwise noted in this section. 2. ASTM D2172, Standard Test Methods for Quantitative Extractigq®Bitumen from Bituminous Paving Mixtures �� �( 3. ASTM D6931, Standard Test Method for Indirect TensileBJ'IStrength of Bituminous Mixtures. 4. AASHTO T322, Determining the Creep Compliance and rength of Hot-Mix Asphalt(HMA) Using the Indirect Tensile Test Device. 5. Zeiada, W., Underwood, S., Stempihar, J., "Extracof Aramid Fibers from Fiber Reinforced Asphalt Concrete—Special Test Method", Arizon 'tate University, May 11, 2016. 6. Aramid Dispersion State Ratio(ADSR): The of aramid in the individual state compared to the total mass of extracted aramid fibers, extssed as a percentage. 13-15.3 Submittals. The Contractor shall provide Engineer with the following information a minimum of 10 days prior to commencing the Work: 1. Hot mix asphalt job mix formula (y`p29in accordance with Caltrans Standard Specifications. i a. Proposed JMF on F_oi CEM-3511: Include percentage of reclaimed asphalt pavement (RAP) �.• b. Representative.V( orcing fiber product sample. c. Reinforcing f•Nproduct data sheet and certification from the Manufacturer that the fiber product su':‘ -d meets the requirements of this specification. d. Reinfor • Iber manufacturer's instructions and general recommendations. e. Past J h.rmance test results of IDT testing from a minimum of three separate laboratory trim f. Past performance test results of ADSR testing from a minimum of two tests. g. Submit a minimum of five project examples and references where the reinforcing fiber product was used for roadways in the State of California. h. Mix design documentation, data and aggregate quality on Form CEM-3512 dated within 12 months of submittal. i. JMF verification on Form CEM-3513, if applicable j. JMF renewal on Form CEM-3514, if applicable k. Materials Safety Data Sheets (MSDS)for: i. Asphalt binder ii. Supplemental fine aggregate except fines from dust collectors iii. Antistrip additives 2. Written confirmation from the supplier that the JMF to be supplied meets all specified requirements. Performance testing for reinforcing fiber product must be from laboratory trials at a fiber dosage rate equal to the rate proposed for the project. Tests must be performed by an AASHTO accredited laboratory or nationally TRANSPORTATION IMPROVEMENTS FOR 61 Spec.No. 17-09 REDWOOD BUSINESS PARK recognized university testing lab and must be reviewed and approved by the project engineer. Indirect Tensile (IDT)Strength Tests from a minimum of three (3)separate laboratory trials. 1. Perform indirect tensile tests using the protocol from AASHTO T322 or ASTM D6931 2. Tests results shall include a control and a fiber reinforced mix. FRAC mix shall be identical to control mix except for the inclusion of fibers added at the same dosage as proposed on the project. 3. Indirect tensile test results from fiber specimens shall show an average tensile strength increase of 20 percent over control specimen with no less than 15 percent increase of average tensile strength. Aramid Dispersion State Ratio (ADSR)Tests from a minimum of two (2)separate laboratory trials. 1. Perform ADSR test based on modified ASTM D2172 procedures as provided in the document entitled "Extraction of Aramid Fibers from Fiber Reinforced Asphalt Concrete—Special Test Method". A copy of the modified extraction methodology can be obtained by making an inquiry to the Pavement and Materials Laboratory at Arizona State University at NCE@asu.edu. 2. To validate ADSR results, average extracted aramid fiber quantity must equal 0.007 percent by total sample weight with no individual result less than 0.005 percent of the total sample weight. 3. All tested fiber mixes must achieve a minimum ADSR of 85%. Tack Coat: Contractor shall submit asphalt binder tack coat and asphaltic emulsia4: k coat. The Contractor shall develop and submit a Quality Control Plan for the proj his shall, at a minimum, cover the areas or subjects contained in Section 39-2 of the Standard Sp ations. The Contractor shall not begin hot mix asphalt production or placement without written approval� t i the Engineer of the QCP and an approved JMF. Approval of the QCP and JMF by the Engineer doesgt relieve the contractor of responsibility for quality control or work methods. `V 13-15.4 Engineer's Acceptance. Quality control samplin acceptance testing will be performed by the City. The City reserves the right to perform acceptance tes at frequencies that differ from those specified in the Standard Specifications. A minimum of one sample for Rice Specific Gravi y be taken by each day at the plant during placement of HMA. The Rice Specific Gravity test will bei cordance with ASTM D 2041. Any changes to the JMF requested by the Engineer shall be implemeq# ' by the Contractor or a new JMF resubmitted for approval prior to continuing work. In place density tests per CT 375 Nucar Gage field test may be performed during HMA operations to verify compaction requirements per Stanqrei Specifications. The frequency of testing may be in accordance with CT 375. Should any test specified ir�lpragraph 13-15.4 of this Section fail to meet density requirements, the City may take density core same verify density results and pavement thickness. Contractor shall be responsible for patching the core hot mix asphalt at no additional expense to the City. 13-15.5 Products. Tack Coat shall be Grade PG 64-16, conforming to the provisions of Sections 39 and 92 of the Standard Specifications and shall be used between layers of each lift of HMA, and on curbs, gutters and construction joints. Asphalt binder and tack coat shall be Grade PG 64-16, conforming to the provisions of Sections 39 and 92 of the Standard Specifications. Aggregate shall be clean and free from deleterious substances and shall meet the gradation and quality for 3/4-inch HMA Type A for initial course and 1/2-inch HMA Type A for the final course. Hot Mix Asphalt shall be 3/4-inch HMA Type A for the first course and 1/2-inch HMA Type A for the final course and conform to Section 39 of the Standard Specifications. Provide a reinforcing fiber blend of virgin polyolefins and virgin aramids that meets the requirements in the tables below. TRANSPORTATION IMPROVEMENTS FOR 62 Spec.No. 17-09 REDWOOD BUSINESS PARK Reinforcing Fiber Material Properties Property Test Method Polyolefin Aramid Form Manufacturer Serrated Monofilament Certification Nominal Specific Gravity ASTM D276 0.91 1.44 Tensile Strength (psi) ASTM D7269 NA1 400,000 Length (in) Manufacturer 0.75 0.75 Certification 1. Polyolefin fibers will melt or become plastically deformed during production Reinforcing Fiber Performance Properties Performance Test Test Method ewRequirement Indirect Tensile Strength (IDT) AASHTO T322 or / 20% increase ASTM D6931 GJ Aramid Dispersion State Ratio (ADSR) ModiDfiedd A• 85% ff. Reinforcing fiber blend shall be Forta-Fi®, provided by the Forta Corpgatlon, or approved equivalent. If a different aramid-based fiber blend is proposed, performance test Its complying with the requirements of Section 13-15.3 must be submitted at least two weeks prior to ate for approval by engineer. HMA batch plant shall be Department-qualified under the OOartment's Materials Plant Quality Program of the Standard Specifications. „14q2Reclaimed asphalt pavement shall be acceptable,Arr cordance with the Standard Specifications not exceeding 15.0 percent of the aggregate blend `C 13-15.6 Construction. During the entire�truction period, the Contractor shall take care to protect existing pavement and concrete surfaces, urfaces scarred by cleanup or equipment shall be repaired in a manner satisfactory to the Engineer , and all damage caused by the Contractor's operations to existing roads and streets shall be repaire 'it+ he Contractor to at least the original condition and to the satisfaction of the Engineer, at no additional c,�S o the City. 13-15.6.1 Preparation. If ment is damaged (excessive loading, grouser marking, scarring/scrapingof p 9 9, pavement, etc.)outsid-4jitimits of the work, a full lane width grinding and overlay will be required as directed by the Engineer at nee'Owitional compensation to the Contractor. Ensure the area is clean and dry. All material accumulations which would interfere with the adhesion of the tack coat or with the placing and performance of the HMA shall be removed, including dust, loose aggregate, soil, leaves, and pieces or lumps of other foreign material deposited on the surface. 13-15.6.2 Tack Coat. A tack coat shall be applied to existing pavement including planed surfaces, between HMA layers, and to vertical surfaces of curbs, gutters and construction joints at the minimum residual rates specified in Section 39-1.09C "Tack Coat" of the Standard Specifications. Before placing HMA, a tack coat shall be furnished and applied uniformly to contact surfaces of all cold pavement joints, curbs, gutters, pavement reinforcing fabric and all existing pavement to be surfaced in conformance with Section 39 of the Standard Specifications. Tack coat shall be applied to any course in advance of spreading the next course unless the surface temperature is at least 140 °F. TRANSPORTATION IMPROVEMENTS FOR 63 Spec.No. 17-09 REDWOOD BUSINESS PARK Hot mix asphalt shall not be placed until tack coat has cured. 13-15.6.3 Fiber Reinforced HMA Production. Provide manufacturer's technical representative at HMA plant during HMA production. Deliver fiber-reinforcement in sealed, undamaged containers with labels intact and legible, indicating material name and lot number. Deliver fiber-reinforcement to location where it will be added to each batch or loaded into the mixer. Store materials covered and off the ground. Keep sand and dust out of boxes and do not allow boxes to become wet. Add aramid and polyolefin reinforcing fiber blends at a dosage rate of one (1) pound fiber per one (1)ton of asphalt. Add alternative aramid fiber blends at a rate proposed by the manufacturer that achieves the IDT and ADSR results required. Have a fiber manufacturer's representative on site during mixing and production. This requirement can be waived if fiber manufacturer and asphalt producer can supply evidence of manufact is brand of fiber being successfully produced a minimum of three times at the asphalt plant to be used fa( project. Batch Plant. When a batch plant is used, add fiber to the aggregate in the 7••1;hopper and increase both dry and wet mixing times. Ensure that the fiber is uniformly distributed b.y, z the injection of asphalt cement into the mixture. �J Drum Plant: Inject fibers through the RAP collar by placing fibersOhe RAP belt for by feeding them with a blower tube system. Rate the feeding of fibers with the rate thnt is producing asphalt mix. If there is any evidence of fiber balls at the discharge chute, increase the m ci i�j time and/or temperature or change the angle of the fiber feeder line to increase dry mixing time. Q For manual feeding, place fibers on the RAP belt at it valls based on the plant production rate. When using a blower tube system, add fibers clnDuously and in a steady uniform manner. Provide automated proportioning devices and contro - 'very within ±10% of the mass of the fibers required. Perform an equipment calibration to the satisfactio• `74P e fiber manufacturer's representative to show that the fiber is being accurately metered and uniformly djs ibuted into the mix. Include the following with the bloVilbe system: • Low level indicators & • No-flow indicators �` • A printout of fev, . e status in pounds/minute • A section of C• •arent pipe in the fiber supply line for observing consistency of flow or feed. • Manufactug representative's approval of fiber addition system 13-15.6.4 Spreading and Compacting. Compaction test subgrade prior to placing HMA to ensure a firm and stable subgrade. After compaction testing and immediately in advance of placing HMA, apply additional tack coat to damaged areas or where loose or extraneous material is removed. Close areas receiving tack coat to traffic. Do not track tack coat onto pavement surfaces beyond the job site. HMA surfacing shall conform to the provisions of Section 39 of the Standard Specifications and fiber manufacturer. Placing HMA shall be done under suitable weather conditions for such operations. Rain, snow or other inclement weather will be cause for discontinuing paving Work. Only spread and compact if the atmospheric temperature is at least 55 degrees F and rising and the surface temperature is at least 60 degrees F and rising. The Engineer shall have the authority for determining whether weather conditions are sufficient cause to postpone work. Spreading and compacting shall be performed in accordance with Section 39-1.10 and Section 39-1.11 of the TRANSPORTATION IMPROVEMENTS FOR 64 Spec.No. 17-09 REDWOOD BUSINESS PARK Standard Specifications. HMA shall be transferred from the trucks into the hopper of the paving machine by means of a shoulder machine equipped with a conveyor belt. Any equipment used to transfer asphalt concrete to the paving machine shall not exceed the load capacity of any surface it is driven over and, therefore, shall not produce rutting or pumping of the existing roadway surface or newly placed HMA at any time. No trucks or other rubber tired construction equipment are allowed on the subgrade at any time except when proof rolling in the presence of the Engineer. No trucks or other rubber tired construction equipment are allowed on newly placed HMA until the day after the HMA is placed. Visually observe fiber reinforced HMA mix in the back of first three trucks and every tenth truck thereafter to confirm adequate blending of the fiber. Remove any observed fiber balls from placed mixture and adjust operations per the manufacturer's recommendation to eliminate future fiber ball development. Longitudinal joints in the top layer must match specified lane edges shown on the striping Plans. Longitudinal joints in lower HMA layers shall be offset at least 0.5 feet from each side of the specified lane edges. Finish rolling shall be completed before pavement surface temperature is below 15q55grees F. Traffic shall not be allowed on HMA until mid-depth temperature is below 160 ...p-es F and the pavement surface temperature is below 140 degrees F. Q. The completed surfacing shall be true to grade and cross sectiont\f— uniform smoothness and texture, compacted firmly and free from depressions, humps or irregularities.‹Z Dikes shall be shaped and compacted with equipment capable caping and compacting the material to the required cross section. Q Q 13-15.7 Hot Mix Asphalt(HMA) Dike. Hot mix asphaltes shall conform to the provisions in Section 39, "Hot Mix Asphalt,"of the Standard Specifications. 4q— HMA -- HMA shall be 1/2-inch Type A. �<< Asphalt binder shall be PG 64-16. The m�m asphalt binder content must be 6.0 percent for'/-inch aggregate. t , 13-15.8 Paving Fabric. Pavem= Uric shall be designed for stress relief and a waterproofing membrane comprised of a self-adhering r •.; ized asphalt and durable polypropylene non-woven fabric(peel and stick). A release paper, which is reAsk d prior to placement, covers the self-adhesive mastic. Paving fabric shall be specifically designed for aient reflective crack control and as a water proof moisture barrier to prevent water permeation or pe tion though pavement surfaces and the subsequent damage that moisture causes in the roadway sub- . Paving fabric shall conform to the following properties: ,efi• Property Test Method Units Minimum Average Roll Value (MARV) Thickness ASTM D17771 mils (mm) 65 (1.6) Grab Tensile Strength ASTM D4632 lbs (N) 160 (712) Grab Elongation ASTM D4632 % 60 Puncture Strength ASTM E154 lbs (N) 200 (890) Permeance ASTM E96, perms 0.05 (max) Method B Strip Tensile ASTM D882, lbs/in (kN/m) 50 (8.8) Modified ASTM D146 Pliability 1/4" Mandrel No cracks in fabric or rubberized asphalt 180° @ -25° F TRANSPORTATION IMPROVEMENTS FOR 65 Spec.No. 17-09 REDWOOD BUSINESS PARK Paving fabric shall be Mirafi MTK, or approved equivalent. Paving fabric shall be provided in 1 foot(12 inch)wide rolls. Install paving fabric in overlay and conform areas as shown on the plans in accordance with manufacturer's recommendations. Provide manufacturer's technical representative at project site during initial paving fabric installation to ensure proper installation. Existing pavement surface must be cleaned of all loose dirt and debris and be dry. Cracks wider than 1/8-inch shall be filled with crack filler prior to installing paving fabric. Crack shall be filled level or just below the existing pavement surface. The surface temperature of the roadway shall be 45 degrees F and above when installing paving fabric. Install paving fabric on all milled surfaces (edge and conform grinds)after a tack coat is applied. A tack coat is not required on existing non-milled asphalt surfaces. On new and existing asphalt surfaces,utack coat is not needed unless temperatures are less than 45 degrees F. The tack coat must be c9i etely dry prior to application of the paving fabric. �w Center the paving fabric roll over the joint or crack to be treated with the rel f - paper attached. Install paving fabric over cracks 1/8-inch and wider. Center paving fabric over cracks. A A.' for a material overrun of at least 4 inches beyond each end of the crack to ensure a waterproof seal. ►e membrane with utility knife. Install the paving fabric by removing release paper. 0 Place a standard paving tack coat over the paving fabric and ing asphalt concrete pavement prior to installing the HMA leveling course and overlay. 13-15.9 Paving Grid. Paving grid shall be an interla<.rr' stem specifically designed for installation between layers of HMA. The interlayer system shall be come& -• of a series of fiberglass strands coated with an elastomeric polymer forming a structural grid of ir. ally connected elements with openings. Paving grid shall conform to the following properties: Property 'Test Method Units Minimum Average Roll Value (MARV) Tensile Strength (Ultim. !' ASTM D6637 kN/m (lb/in) 100 (570) Tensile Elongation (U •ate) ASTM D6637 % < 3 Melting Poi ASTM D276 Degrees C 300 (570) (Degrees F) Mass/ ea ASTM D5261 g/m2 (oz/yd2) 400 (12) Apert Size mm (in) 12.5 (0.5) Paving grid shall be Mirafi MPG100, Tensar GlasGrid 8501, Alliance Geosynthetics RG1010, or approved equivalent. Install paving grid in accordance with manufacturer's recommendations. Provide manufacturer's technical representative at project site during initial paving grid installation to ensure proper installation. HMA atmospheric and surface temperature requirements shall be maintained. Existing pavement surface must be cleaned of all loose dirt and debris and be dry. Cracks wider than 1/8-inch shall be filled with crack filler prior to installing paving fabric. Crack shall be filled level or just below the existing pavement surface. Install HMA leveling course prior to placing the paving grid. Surface must be dry prior to the paving grid placement. Surface temperature shall be greater than 40 degrees F prior to laying paving grid. TRANSPORTATION IMPROVEMENTS FOR 66 Spec.No. 17-09 REDWOOD BUSINESS PARK Apply paving grade asphalt or polymerized asphalt tack to entire road surface receiving paving grid. Tack coats shall be applied using a calibrated distribution truck at a constant rate of 0.15 to 0.20 gallons/SY for RM interlayers. The width of tack coat application shall extend 3 inches beyond the interlayer product on all sides. Paving grid shall be installed with glass fibers placed into the asphalt tack coat by mechanical means or by hand using sufficient pressure to eliminate ripples or wrinkles. Use modified tractor or oil distributor truck with a fabric applicator system (including tension bar) mounted on the back. Sufficient tension must be maintained on the paving grid to facilitate a smooth laydown. Any wrinkle 1-inch or larger that occurs during installation shall be slit and lapped in the direction of paving and pressed down into the tack coat. Every effort should be made to pull wrinkles out by hand in lieu of cutting the continuous fiberglass filaments. Installation may require hand brooming. For sharp curves and around medians, cut edges and fold over or overlap in the direction of the placement of HMA overlay. Lap transverse joint in the direction of the paving 3 inches to 6 inches. Lap longitudinal joints 1 inch to 2 inches. If paving grid is manufactured with a self-adhesive, activate self-adhesive by rollingQJh a rubber coated drum roller or a pneumatic tire roller until properly adhered. Clean tires regularly durinying operations. Traffic shall be kept to a minimum while the paving grid is exposed. If vehi (t6 need to drive directly on top of the paving, their speed shall be kept below 5 mph with no sudden turrtqtrtopping or starting. Any damaged sections caused by construction traffic shall be removed an *Otched by the Contractor prior to paving at the Contractor's expense. �,^�( Perform adhesion tests every 300 linear feet of roadway: ` 1. Place a 1 SY of paving grid on a properly prepiii7P eveling course. 2. Activate self-adhesive glue by rolling with a Az 7 r tired roller or by applying adequate pressure to fully activate the pressure-sensitive adhe. 3. Use a calibrated spring balance by ins: • the hook of the balance under the center of the grid and pulling upwards until the grid st . pull away from the surface. 4. A 20-pound pull is required withouKeling the grid free or creating ripples in the grid. 5. Consult paving grid manufactu4D paving grid does not meet this pull rating and do not place HMA overlay until an acceptal'. 'adhesion is achieved. i Protect paving grid until placement HMA overlay. Repair damaged sections prior to placement of HMA overlay. Place the HMA overlay me day asphalt interlayer reinforcement grid is placed. Install HMA overlay over pOj grid. 13-15.10 Measurem�d Payment. Full compensation fdr Hot Mix Asphalt (Type A) will be measured and paid for at the contract unit price per ton which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work under "Hot Mix Asphalt," including but not limited fiber reinforced HMA, fiber reinforced leveling course, fiber reinforced HMA overlay, tack coat, subgrade proof rolling, compaction, testing and other incidentals as shown on the Plans and specified in the Standard Specification, these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. HMA work shall conform to the provisions in Section 39-6, "Payment" of the Standard Specifications. Full compensation for Hot Mix Asphalt Dike (Type A) will be measured and paid for at the contract unit price per linear foot which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work under "HMA Dike Type A," including but not limited to furnishing HMA and placing HMA dike and other incidentals as shown on the Plans and specified in the Standard Specifications, these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. TRANSPORTATION IMPROVEMENTS FOR 67 Spec.No. 17-09 REDWOOD BUSINESS PARK Full compensation for Paving Fabric will be measured and paid for at the contract unit price per linear foot which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for installing paving fabric including but not limited to crack cleaning, crack sealing, installing paving fabric, and other incidentals as shown on the Plans and specified in the Standard Specifications, these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. Full compensation for Paving Grid will be measured and paid for at the contract unit price per square yard which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for installing paving grid including but not limited to roadway surface tack coat, crack sealing, installing paving fabric, and other incidentals as shown on the Plans and specified in the Standard Specifications, these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. 13-16. Concrete Structures. 13-16.1 General. This work includes constructing signal controller cabinet, service cabinet foundations and pole foundations, and shall conform to the provisions in Section 51, "Concrete S ctures," of the Standard Specifications. 13-16.2 Measurement and Payment. Full Compensation for signMoanet slabs and signal pole foundations shall be considered as included in the lump sum prices paidr(]' the "Signal and Lighting," and no additional compensation will be allowed therefor. J 13-17 Roadside Signs. V� 13-17.1 General. This work includes furnishing and installi �adside signs in conformance with Section 56- 2 "Roadside Signs" of the Standard Specifications, Cit ® kiah Standard Plans, and these construction details. 13-17.2 Measurement and Payment. Full co tion for Metal Roadside Sign will be measured and paid for at the contract unit price per each wh rice shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transport -N, and incidentals for installing new roadside signs on new light poles and on existing and new posts tha dy have a sign, including but not limited sign panels, brackets, braces, straps, screws, bolts, washers, rya and all other required hardware and other incidentals as shown on the Plans and specified in the dddStarlard Specifications and these Construction Details, and as directed by the Engineer, and no additional alces will be made therefor. Full compensation for Road -• - ign — One Post will be measured and paid for at the contract unit price per each which price shall in•i ..- full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incl s for installing new metal roadside signs, median signs and metal posts, including but not limited one o sign panels, brackets, braces, straps, screws, bolts, washers, nuts, excavation, concrete foundatiog and all other required hardware and other incidentals as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. 13-18. Painting. 13-18.1 General. This work includes furnishing and installing new 2-coat paint on existing curbs. Painting of concrete curbs shall be in accordance with the provisions of Section 59-6 and Section 84-3 of the Standard Specifications. Paint color shall be as stated on the Plans. 13-18.2 Measurement and Payment. Full compensation for Paint Curb (2-coat)will be measured and paid for at the contract unit price per linear foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in proving a 2-coat paint system on existing concrete curbs and traffic stripes indicated on the Plans to be 2-coat paint, including but not limited to surface preparation, paint, and protection from damage, as specified in these Construction Details and shown on the drawings, and no additional allowances will be made therefor. TRANSPORTATION IMPROVEMENTS FOR 68 Spec.No. 17-09 REDWOOD BUSINESS PARK 13-19. Storm Drain. 13-19.1 General. This work includes furnishing and installing new storm drain system, including subsurface drains, permeable backfill material, and shall conform to the provisions in Section 52, "Reinforcement," Section 64, "Plastic Pipe," and Section 68, "Subsurface Drains," of the Standard Specifications, City of Ukiah Standard Plans, and these construction details. 13-19.2 Materials. 13-19.2.1 Plastic Pipe. Plastic storm drain pipe shall be Type S corrugated high density polyethylene (HDPE) pipe conforming to the requirements of Section 64-1.02 of the Standard Specifications and AASHTO M 294, unless specified otherwise on the Plans. Plastic pipe shall be installed in accordance with City of Ukiah Standard Detail 420, these Construction Details, City Standards, and as directed by the Engineer. 13-19.2.2 Precast Concrete Drainage Inlet. Drop inlets and catch basins shall be as indicated in the Plans. Grout pipe connections with non-shrink cement grout. 13-19.2.3 Perforated Plastic Pipe. Perforated plastic pipe shall be smooth-, : •olyvinyl chloride (PVC) plastic pipe conforming to Section 68-2.02D, "Perforated Plastic Pipe," of the • ).rd Specifications. Smooth- wall PVC plastic pipe must comply with AASHTO M278. ��.^ i PVC plastic pipe must be connected with belled ends, or with sle4�type or stop-type couplings under AASHTO M278. Dead ends shall be capped. �,:Q Pipe screen /strainer shall be manually removable for maintee and fig snuggly inside or over perforated drain pipe. Screen / strainer shall be perforated and manuftZ$Ored of structural foam polyolefin or PVD and compatible with drain pipe. Manufacturers: NDS Round At4 Grate, or approved equivalent. 13-19.2.4 Class 2 Permeable Material. Permea �terial for use in backfilling trenches under, around, and over underdrains must consist of hard, duran sand, gravel, or crushed stone and must be free from organic material, clay balls, or other de ious substances. Permeable material shall be Class 2 in accordance with Section 68-2.02F(3) of the dard Specifications, and shall have a durability index of not less than 40. Class 2 permeable material e paid for as class 2 aggregate base. i 13-19.2.5 Rock Slope Protection...4 ock Slope Protection (RSP) shall be in accordance with Section 72 of the Standard Specifications, unle grated otherwise on the Plans. Salvage and reuse rock material as rsp at locations shown on the Plans. `.: .p shall be installed at the locations and dimensions shown on the Plans and shall be a minimum of 1.4'.+ thick. 13-19.2.6 Filter Fabri ceosynthetics for filter fabric shall be manufactured from inert woven polypropylene monofilament fabric inert to biological degradation, resists naturally encountered chemicals, alkalis and acids, and meetingRe ollowing requirements: Property Test Method Unit Value Grab Tensile Strength (min) ASTM D4632 lbs 200 Grab Tensile Elongation (min) ASTM D4632 % 10 Trapezoid Tear Strength (min) SSTM D4633 lbs 75 CBR Puncture Strength (min) ASTM D6241 lbs 675 Percent Open Area (min) COE-02215 % 10 Permittivity(min) ASTM D4491 sec-1 2.1 Flow Rate (min) ASTM D4491 gal/min/ft2 145 Apparent Opening Size (max) ASTM D4751 U.S. Sieve 40 UV Resistance (up to 500 hours) ASTM D4355 % strength retained 90 TRANSPORTATION IMPROVEMENTS FOR 69 Spec.No. 17-09 REDWOOD BUSINESS PARK Filter fabric shall be Mirafi FW402, or approved equivalent. 13-19.3 Construction. 13-19.3.1 Trenching, Excavation and Backfill. Excavation and backfill of utilities shall be in accordance with these Construction Details, the Plans, the Standard Plans and Specifications, and as directed by the Engineer. Prior to the start of excavation the Contractor shall pothole to determine the exact horizontal and vertical location of all crossing utilities. Potholing shall consist of excavating with hand tools to whatever depth necessary in the proposed trench line for a distance of up to two feet on either side of all apparent utility crossings as indicated by the Plans and by the USA mark-outs until the exact location of all utilities is established. If a marked utility cannot be located within four feet on either side of the USA mark-out, the Contractor shall immediately contact Underground Service Alert to re-mark the utility and notify the Engineer. In traffic areas where cover is less than 3 feet, backfill shall be control density fill (CDF) or as directed by the Engineer. The Contractor should expect groundwater in all trench excavations and at all timed he Contractor shall have sufficient pumping machinery available for the immediate removal of all watermay accumulate in the excavation during the progress of work. �✓ Ground water disposal shall be in accordance with all laws and regulatio round water disposal shall be the responsibility of the Contractor. No ground water shall be pumped ort ise discharged to the storm drain or street surface. (Z Blasting will not be permitted. `V All excavation material shall be the property of the ContOr. Excavated material shall be removed as it is generated, and at no time shall the Contractor place et$ ated material at the work site. Prior to disposal of any material, the Contractor shall submit to the Engirt written authorization for such disposal of material and entry permission signed by the owners of the d,s I site, and shall comply with all other requirements of disposal, such as City and County permits, as kbe required. All raised pavement markers, street strip to41 hatter bars or any other traffic markings disturbed during this contract work shall be replaced in kind)athe expense of the Contractor in accordance with these Special Provisions, Plans, City Standards a_nckSpecifications, Standard Plans and Specifications, and as directed by the Engineer. �4q.• All stumps and large roots e ntered during trenching operations shall be removed to the satisfaction of the Engineer. � The trench shall be ed sufficiently ahead of the pipe laying operations to reveal obstructions. Trench crossings shall be * ided as necessary to accommodate public travel and to provide convenient access to adjacent properties. Flow shall be maintained in any sanitary sewers, storm drains, water lines, or water courses encountered in trenching. 13-19.3.2 Bracing and Shoring. All bracing and shoring shall conform to Section 7-1.02K(6) of the Standard Specifications and the Division of Industrial Safety Construction Safety Orders that are currently in use. The Contractor shall take all necessary measures to protect the workers and adjacent areas and structures from the hazards of the trenching or excavation operations. 13-19.4 Measurement and Payment. Full compensation for Plastic Pipe will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing plastic drainage pipe of all sizes and types including water quality sampling wells, perforated pipe, all pipe fittings, as shown on the plans, complete in place, all excavation & TRANSPORTATION IMPROVEMENTS FOR 70 Spec.No. 17-09 REDWOOD BUSINESS PARK disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal, & disposal of existing materials; connecting to new or existing pipe, catch basins, or manholes; dewatering; ground water disposal; filter fabric socks; removable pipe screen / strainer; controlled density fill if used; capping existing shallow storm drains with concrete as shown on the Plans; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no additional allowance will be made therefor. Full compensation for Drainage Cleanout will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in providing drainage cleanouts with covers in bioretention areas including that portion of pipe not paid for under plastic pipe; providing all fittings; furnishing, installing, and any other items necessary to place the drainage cleanouts to grade as shown on the Plans, and other work not specifically enumerated in the Plans or these specifications, and no additional allowance will be made therefor. Full compensation for Drainage Inlet will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in providing storm drain drop inlets, curb inlets and catch basins including that portion of pipe not paid for under plastic pipe; excavation, subgrade preparation, catchbasin h►+ids and boxes, drainage inlets, providing all pipe fittings, grouting, furnishing, placing, & compacting ba d. . material, and controlled density fill where required; furnishing, installing, and any other items necess. , place the drainage inlet on specified fill when required by the work or shown on the Plans, and other 4.10 not specifically enumerated in the Plans or these specifications, and no additional allowance will be ma. , 'erefor. Full compensation for Trench Bracing and Shoring will be measurq and paid for at the contract lump sum price, which price shall include full compensation for furnishing &bor, materials, tools and equipment, and doing all work involved in trench bracing and shoring, and no anal allowance will be made therefor. 13-20. Minor Concrete. QO 13-20.1 General. Minor concrete shall confor Section 90-2, "Minor Concrete," of the Standard Specification. Concrete curb and gutters, concre O ewalks, and concrete curb ramps shall conform to the provisions in Section 73, "Concrete Curbs I Sidewalks," of the Standard Specifications and these Construction Details. O 13-20.1.1 Median Curbs. Install mediae urbs where shown on the Plans. Take care while excavating for median curbs not to damage tree root.See Section 13-09.2 "Trees and Tree Roots"for additional information on cutting tree roots. Backfill behindqrtedian curbs with top soil. 13-20.2 Materials. Pedestri It urb ramp detectable warning surface shall consist of raised truncated domes constructed with pedestria Q inps in conformance with the details shown on the Plans, Standard Plans and these Construction The detectable warning surface shall comply with the Americans with Disabilities Act(ADA)and with De73-1.O2B of the Standard Specifications. The detectable warning surface shall be Vitrified Polymer Composite (VPC) Cast In Place Detectable/Tactile Warning Surface Tiles, and shall be an epoxy polymer composition with an ultra violet stabilized coating employing aluminum oxide particles in the truncated domes. Detectable warning surface shall be Armor-Tile cast-in-place detectable warning surface or approved equal. Submit manufacturer's literature describing products, specifications, installation procedures and routine maintenance. Install in strict accordance with manufacturer's written installation procedures. The color of the detectable warning shall be yellow conforming to Federal Standard 595B, Color No. 33538. The finish surface of the detectable warning surface shall be free from blemishes. No cutting of the tiles will be allowed. Installation will be per manufacturer's instructions or as directed by the Engineer. The manufacturer shall provide a written 5-year warranty for prefabricated detectable warning surfaces, guaranteeing replacement when there is a defect in the dome shape, color, fastness, sound-on-cane acoustic quality, resilience, or attachment. The warranty period shall begin upon final acceptance of the project. TRANSPORTATION IMPROVEMENTS FOR 71 Spec.No. 17-09 REDWOOD BUSINESS PARK Prior to constructing the cast-in-place detectable warning surface, the Contractor shall demonstrate the ability to produce a detectable warning surface conforming to the details shown on the Plans and these construction details by constructing a 24"x 24"test panel. 13-20.3 Measurement and Payment. Full compensation for Minor Concrete (Curb) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing median curbs and vertical retaining curbs complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor. Full compensation for Minor Concrete (Curb and Gutter) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing curb and gutter complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances wile made therefor. Full compensation for Minor Concrete (Sidewalk) will be measured and paisthe contract unit price per square foot, which price shall include full compensation for furnishing a+ent, labor, materials, tools and equipment and doing all the work involved in constructing sidewalk and y -way curb cut complete in place, including setting and verification of grade, placing and finishing con -.-, retaining curbs behind sidewalks, expansion joints, scoring, and all incidentals, as shown on the Plarrand City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowsa will be made therefor. Full compensation for Minor Concrete (Curb Ramp) will b L` asured and paid for at the contract unit price per each, which price shall include full compensationrnishing all plant, labor, materials, tools and equipment and doing all the work involved in construti curb ramps including setting and verification of grade, furnishing and placing concrete, installing 1-fi•^ +roove strip, expansion joints and all other incidentals, as shown on the Plans and City of Ukiah Standa a4 .ns, and specified in these Construction Details, and no additional allowances will be made therefor. -2- ork limits for Minor Concrete (Curb Ramp) shall include all concrete work up to, within and including 1-foot grooved border. Sidewalk area outside of the 1-foot grooved border will be paid for under Min crete(Sidewalk). i Full compensation for Curb Ramp DeNctable Warning Surface will be measured and paid for at the contract unit price per square foot, which •1° - shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doin.i Y he work involved in constructing curb ramp detectable warning surface including setting and verif • grade, installation in accordance with manufacturer's recommendation, expansion joints, as show 0 e Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additior yowances will be made therefor. 13-21. MobilizatioiRR 13-21.1 General. Mobilization, demobilization and final cleanup shall conform to the provisions in Section 9- 1.16D (2), "Mobilization," of the Standard Specifications, and any modifications herein. Payment shall be as described under"Measurement and Payment" in this section. Mobilization shall include the obtaining of all permits; moving onto the site of all equipment and materials; and other construction facilities as required for the proper performance and completion of the work. Mobilization shall include demobilization as defined herein. Mobilization shall include but not be limited to the following principal items: 4. Preparation of Contract by the Contractor. 7. Completion of all tasks and submittal of all documents (bonds, insurance, schedule, etc.) required as conditions of issuing the Notice to Proceed. 8. Obtaining all required permits. 9. Obtaining approval for all shop drawings and material submittals for signal equipment. TRANSPORTATION IMPROVEMENTS FOR 72 Spec.No. 17-09 REDWOOD BUSINESS PARK 10. Installing temporary construction water supply, power, wiring, and lighting facilities, as required at individual sites. 11. Providing field office trailers if needed by the Contractor. 12. Moving all Contractor's equipment required for operations onto the site. 13. Having all OSHA required notices and establishment of safety programs. 14. Attendance at Pre-Construction Conference of Contractor's principal construction personnel. Demobilization shall include, but not limited to, removal of all equipment, unused materials, all temporary utilities,job trailers and all temporary communication facilities. 13-21.2 Measurement and Payment. Payment for Mobilization, Demobilization and Final Cleanup will be made in two (2) equal payments at the lump sum allowance in the Bid Schedule, which price shall constitute full compensation for all such work. The scope of work for mobilization shall include, but not limited to, obtaining all bonds, insurance and permits, moving onto the site of all plant and equipment, submittal and approval of a schedule of values for lump sum items, and obtaining approval for all shop drawings and materials for signal equipment. Payment for demobilization and final cleanup shall occur when all required items per the Contra re fulfilled and the site is free of equipment and clean and ready for use by the public. The bid amount fo ilization, Demobilization and Final Cleanup shall not exceed 5% of the total construction contract base} Ice. Full compensation for Mobilization, Demobilization and Final Cleanu'4 be paid for at the contract lump sum price, which price shall constitute full compensation for all such vi . The scope of work for Mobilization shall include, but not be limited to, obtaining all bonds, insurance an4ermits, moving onto the site of all plant and equipment, and obtaining approval for all shop drawings r cmaterial submittals for signal equipment. Payment for Demobilization shall occur when all required items the contract are fulfilled and the site is free of equipment and clean and ready for use by the public. O 13-22. Fences and Gates. > 13-22.1 General. Chain link fences and gates lOa I�e hot-dip galvanized and conform to the provisions in Section 80-3, "Chain Link Fences,"of the Stan a) Specifications. New chain link gates shall be of the manual Wondouble swing type, and in accordance with Seen 80-10, "Gates," of the Standard Specifications. Wood fencing shall be constructed of eitllel►redwood or cedar heart wood. The fence style and height shall be per the demolished fence and shall iR4de concrete foundations and 4"x4" posts. Wood fence shall be primed and painted with 2 coats of white let 413-22.2 Measurement and ent. Full compensation for C `Link Fence and Gate will be measured and paid for at the contract unit price per linear foot, which pr all constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, ani Ing all the work involved in installing salvaged chain link fabric on new metal posts and foundations, providing new double swing chain link gates and posts, installing salvaged rolling gate including property owner coordination, layout, setting grade, excavation, concrete fence post footings, posts and braces, providing additional chain link fabric and posts as required, hardware, 3-strand barbed wire, and all other requirements for a complete functioning installation as shown on the Plans and Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor. Full compensation for Pedestrian Barricade will be measured and paid for at the contract unit price per each, which price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and doing all the work involved in providing pedestrian barricade, including galvanized pipes, sign, fasteners, concrete foundations, excavation, backfill, and all other requirements for a complete installation as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor. Full compensation for Reconstruct Wood Fence will be measured and paid for at the contract unit price per linear foot, which price shall constitute full compensation for furnishing all labor, materials, tools, equipment TRANSPORTATION IMPROVEMENTS FOR 73 Spec.No. 17-09 REDWOOD BUSINESS PARK and incidentals, and doing all the work involved in reconstructing wood fences including property owner coordination, layout, setting grade, excavation, concrete fence post footings, posts and braces, prime and finish paint, and all other requirements for a complete installation as shown on the Plans and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. 13-23. Traffic Striping, Markings and Raised Pavement Markers. 13-23.1 General. The Contractor shall furnish and apply traffic stripes, characters, arrows, pavement markers, and other delineations and markings. These shall be reapplied in the original pattern on all roads except as shown on the striping plans, as specified herein, or as directed by the Engineer. Contractor shall install traffic striping and markers in accordance with Sections 84, "Traffic Stripes and Pavement Markings" and Section 85"Pavement Markers" of the Standard Specifications. All pavement legends and traffic striping shall be applied in thermoplastic unless otherwise noted. 13-23.2 Materials. 13-23.2.1 Pavement Delineation— Paint. Paint shall be a 2-coat system and come with Section 84-3 of the Standard Specifications, and shall be used for curbs only. r,k/ The use of either water or solvent-based paint will be determined by the Enr according to the time of year and air pollution control requirements. Paint shall be used at its manufactured consistency. �.,:c 13-23.2.2 Pavement Delineation — Thermoplastic. T plastic material shall be TMT-Pathway "Duraline" hydrocarbon thin mil sprayable thermoplastic traff larking material (1O31TW and 1O32TY meets State of California PTH392B), or approved equivalent.Ocement shall be performed as directed by the manufacturer and at locations shown on the Plans. r� Legends and arrows shall be pre-formed, therm.• • is pavement markings and shall be Premark 20/20 Flex Plus, or approved equivalent. Placement shat<- •erformed as directed by the manufacturer and at locations shown on the Plans. , C.) 13-23.2.3 Pavement Delineation - Pavp ent Markers. Raised non-reflective and retroreflective pavement markers shall comply with Section 85 f the Standard Specifications. The specific type to be used shall be as shown on the plans or consistenti the type generally in use within the local jurisdiction, unless directed otherwise by the Engineer. 13-23.3 Construction. \ Iconstruction shall conform to the respective provisions of the Standard Specifications, manufaac�-.V s installation requirements, and these construction details. 13-23.3.1 Existingtt-iping and Markings. In areas adjacent to the reconstructed surfacing where existing striping must be changed to conform to a revised striping pattern, conflicting striping shall be removed by sand blasting, grinding, or other methods as specified in the Standard Specifications or by the Engineer. Removal of existing striping and markings shall not materially damage the underlying pavement. Existing striping and markings shall be protected from damage in accordance with Section 84-1.O3B of the Standard Specifications. The Contractor shall replace all striping which has been damaged or obliterated by or during the work. This shall include striping replacement completely across the street even in the event that the Contractor's work may not extend that far. Both lines of each crosswalk shall be completely repainted even if only a portion of a line has been obliterated. When the Contractor's work removes or reduces the visual appearance of a lane or center line, the Contractor shall replace all striping between the adjacent intersections in both directions. Where a median exists, this work will be required only in the roadway where the work has occurred, unless a detour which altered the pavement markings occurred in the other roadway. In such cases, the striping will be replaced in both directions. TRANSPORTATION IMPROVEMENTS FOR 74 Spec.No. 17-09 REDWOOD BUSINESS PARK 13-23.3.2 Layout for Temporary and Permanent Striping. The alignment and layout of traffic stripes shall conform to Section 84-1.O3C, "Tolerances and Appearance", of the Standard Specifications. The Contractor shall physically tie down the location of the beginning and ending of each paint or thermoplastic marking type in the adjacent curb top. The marking location shall not exceed fifty square inches each. Any locations exceeding this limit shall be removed by the Contractor prior to acceptance of the work. The Contractor shall contact the Engineer for review of tie downs. The 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 not more than twelve (12')feet apart on curves nor more than twenty- four(24')feet apart on straight segments. &°w Temporary tab markers shall be the same color as the traffic stripe that they •Iplacing, shall measure two (2") inches tall by three and one-half (3-1/2") inches wide, and have a ref lens across the width of the marker. 2 Prior to application of permanent striping and markers, the ContractRsWall call for review and approval of the proposed striping by the Engineer. The City shall have the right t ke changes in the location and alignment of line stripes. Striping and traffic markings shall not be applied after approval is granted by the Engineer. The Contractor shall allow a minimum of three (3)working daWor review of the layout by the City. 13-23.3.3 Schedule. Raised pavement markers shat ' placed as specified in Subsection 85-1.03 of the Standard Specifications. When utilizing hot melt bitu us adhesive, pavement markers shall be placed after the surface has been open to traffic for at leasn (7) days. When utilizing epoxy adhesive, pavement be markers shall be placed after the surface has open to traffic for at least fourteen (14)days. Regardless of which adhesive is utilized, the pavement rr 5c rs shall not be placed more than twenty-one (21) days after paving or surfacing. Permanent traffic striping and maeeerki R000s including legends and arrows shall be placed within twenty-one (21) days after paving or surfacing, untherwise directed by the Engineer. Temporary yellow marking t Sdenoting school crosswalks shall be placed the same day that the pavement surfacing is placed. ` Failure to comply witlailtse requirements shall result in a liquidated damage of$150 per day for each street that has not receivktl permanent installation of the required raised pavement markers, traffic striping, and markings. 13-23.3.4 Pavement Stencils. The Contractor shall use stencils which conform to Caltrans Standard Plans. 13-23.3.5 Retroreflective Raised Pavement Markers. Installation of raised pavement markers shall conform to the provisions of Section 85-1.O2C of the Standard Specifications. Pavement markers shall be placed where fire hydrants have been relocated and in the same pattern and locations as they were previously, except as shown on the Plans or modified herein. 13-23.3.6 Pavement Delineation — Paint. Paint application shall comply with the requirements of Section 84-1, "General", and Section 84-3, "Painted Traffic Stripes and Pavement Markings", of the Standard Specifications, and the manufacturer's instructions. 13-23.3.7 Pavement Delineation — Thermoplastic. Pavement temperature shall be measured at the beginning of the shift on each working day and this information shall be provided to the Engineer. TRANSPORTATION IMPROVEMENTS FOR 75 Spec.No. 17-09 REDWOOD BUSINESS PARK No primer or thermoplastic shall be installed within forty-eight (48) hours from the last measurable rain report as provided by the City. Thermoplastic traffic striping, legends, and arrows shall conform to the provisions of Section 84-1, "General"; Section 84-2, "Thermoplastic Traffic Stripes and Pavement Markings"; and refer to Section 85, "Pavement Markers", and these Special Provisions. 13-23.4 Measurement and Payment. Measurement and payment for traffic striping, characters, arrows, pavement markers, raised pavement markers, and reflective pavement markers shall be paid on a unit cost basis as identified in the Bid Schedule. Payment for traffic striping layout, placement of temporary tabs, and coordination with the Engineer will be included in the unit price bid for each striping detail and no additional compensation will be allowed therefor. Full compensation for Pavement Marker will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, material ools and equipment and doing all the work necessary for the installation non-reflective pavement markersq retroreflective pavement markers on and adjacent to median curbs which are not included in standard •- i• s, including but not limited to surface preparation, establishing layout and alignment, adhesive, m- e0., and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard lir ifications and these Construction Details, and no additional allowances will be made therefor. QJ Full compensation for Object Marker (Type K-1) will be measu lc and paid for at the contract unit price per each, which price shall include full compensation for furnishings plant, labor, materials, tools and equipment and doing all the work necessary for the installation object rca -rs on median curbs, including but not limited to surface preparation, establishing layout, adhesive, object markers, as shown on the Plans and Standard Plans, and specified in the Standard Specificatn and these Construction Details, and no additional allowances will be made therefor. ACe' Full compensation for Traffic Stripe (Detail )'ill be measured and paid for at the contract unit price per linear foot, which price shall include full ensation for furnishing all plant, labor, materials, tools and equipment and doing all the work nec for the installation of traffic stripe per the Standard Detail, including but not limited to surface pre aration, establishing layout and alignment, thermoplastic, and temporary striping, as shown on the4kans and Standard Plans, and specified in the Standard Specifications and these Construction Details, an re additional allowances will be made therefor. Full compensation for Traffi tripe (Detail 9) will be measured and paid for at the contract unit price per linear foot, which price s4include full compensation for furnishing all plant, labor, materials, tools and equipment and doing 41 'e work necessary for the installation of traffic stripe per the Standard Detail, including but not lim.s.• o surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers,n• temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 10) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, adhesive, pavement markers, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 21) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. TRANSPORTATION IMPROVEMENTS FOR 76 Spec.No. 17-09 REDWOOD BUSINESS PARK Full compensation for Traffic Stripe (Detail 22) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 27B) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 28) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic strip er the Standard Detail, including but not limited to surface preparation, establishing layout and a• ent, thermoplastic, and temporary striping, as shown on the Plans and Standard Plans, and specifie e Standard Specifications and these Construction Details, and no additional allowances will be made.. or. Full compensation for Traffic Stripe (Detail 38) will be measured an did for at the contract unit price per linear foot, which price shall include full compensation for furnisqg all plant, labor, materials, tools and equipment and doing all the work necessary for the installatic&f traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing �t and alignment, thermoplastic, adhesive, pavement markers, and temporary striping, as shown on th ns and Standard Plans, and specified in the Standard Specifications and these Construction Details, ag'? additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 38A) witithe measured and paid for at the contract unit price per linear foot, which price shall include full compA)sn for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary the installation of traffic stripe per the Standard Detail, including but not limited to surface prep "Non, establishing layout and alignment, thermoplastic, and temporary striping, as shown on the PlaStandard Plans, and specified in the Standard Specifications and these Construction Details, and no a) tional allowances will be made therefor. Full compensation for Traffic St(►�'"�Detail 39) will be measured and paid for at the contract unit price per linear foot, which price shall i, •e full compensation for furnishing all plant, labor, materials, tools and equipment and doing all th ,irk necessary for the installation of traffic stripe per the Standard Detail, including but not limited urface preparation, establishing layout and alignment, thermoplastic, and temporary striping, as „..► ) on the Plans and Standard Plans, and specified in the Standard Specifications and these Constructi'o ►-tails, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 39A) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for Traffic Stripe (Detail 40) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for Thermoplastic Crosswalk and Pavement Markings will be measured and paid for at TRANSPORTATION IMPROVEMENTS FOR 77 Spec.No. 17-09 REDWOOD BUSINESS PARK the contract unit price per square foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the pavement markings including but not limited to surface preparation, establishing layout and alignment, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for retroreflective blue pavement markers will be considered as included in the unit price paid for"relocate hydrant," and no additional allowances will be made therefor. 13-24. Signals, Lighting and Electrical Systems. Attention is directed to Section 13.00, "Order of Work" of these Construction Details. The Engineer will supply traffic signal timing sheets. 13-24.1 Description. The Contractor shall provide or modify a traffic signal system consisting of traffic signal and mast arm poles, signal heads, pull boxes, conduit, conductors, pedestrian signals and pushbuttons, foundations, controllers, cabinets, splices, excavation and backfill, and other related materials and equipment as necessary for a complete operational signal system. &°w 13-24.1.1 Schedule of Values. The Contractor shall provide the Engineer w. • -Ychedule of values for each signal location and for all materials and listed in Section 86-1.03 of the Stan;„ qt Specifications. 13-24.1.2 Certificate of Compliance. The Contractor shall prove Engineer with a Certificate of Compliance from the manufacturer for all electrical material andRquipment furnished for the project, in accordance with Section 86-1.05, "Certificate of Compliance." `V 13-24.2 Materials and Installation. Q` 13-24.2.1 Excavating and Backfill. No native materiaqn be used as trench backfill. All trench spoils shall be removed from the work area by the Contractor as,y are generated at the Contractor's expense. Where conduit containing conductors of 100 valtg'cpr less is installed parallel and adjacent to the existing gutter lip, the trench shall be approximately 2 inck" wider than the outside diameter of the conduit and shall not 1. exceed 6 inches in width. Trench depth ss y� of exceed conduit trade-diameter plus 10 inches, except that at pull boxes the trench may be hand dug,t. required depth. The conduit shall be placed in the bottom of the trench with the top of the conduit a mikum of 9 inches below finish grade. When conduit containing condo 's of 100 volts or less is not installed adjacent to the lip of gutter it shall be installed with a minimum of 2Wies of cover. All conduit containing OXIctors of more than 100 volts shall be installed with a minimum of 24 inches of cover. � Where existing facilifi`eCs'prevent installing conduit with 24 inches of cover, the Contractor shall depress the new conduit under the existing facilities without exception. Trench backfill and surfacing for trenches shall conform to Section 13-15 of these Construction details. Trench backfill shall be import fill. The Contractor shall pot-hole and record the depth of all existing utilities which are within the area to be trenched or excavated. Where excavation occurs within the drip line of any street tree the contractor shall hand dig to protect tree roots as directed by the Engineer. Root pruning shall be done only when directed by the Engineer and shall be accomplished by use of sharp tools appropriate for the size of root to be cut. Each cut shall be clean with no torn bark or splintered wood remaining on the root. At no time shall roots be pulled on by excavating equipment. TRANSPORTATION IMPROVEMENTS FOR 78 Spec.No. 17-09 REDWOOD BUSINESS PARK 13-24.2.2 Foundations. The Contractor shall construct foundations for traffic signal standards per the applicable Caltrans Standard Plan and as directed by the Engineer. Minor Portland cement concrete shall be in accordance with the Standard Specifications. 13-24.2.3 Standards, Steel Pedestals and Posts. Traffic signal standards, arms, and related appurtenances shall be installed in accordance with the Caltrans Standard Plans, Standard Specifications, sign specifications, and the CA MUTCD. 13-24.2.4 Conduit. The conduit in a foundation and between a foundation and the nearest pull box shall be Type 1, in accordance with Section 86-2.05, "Conduit,"of the Standard Specifications. Conduit runs shown on the Plans to be located behind curbs may be installed in the street, within 3 feet of and parallel to the face of the curb, by the trenching in pavement method described in Section 86-2.05C of the Standard Specifications. All pull boxes shall be located behind the curb or at the locations shown on the Plans. After conductors have been installed, the ends of conduits terminating in pull boxes and in service and controller cabinets shall be sealed with an approved type of sealing compound. ��((�w At locations where conduit is required to be installed under pavement an• �ell�ting underground facilities require special precautions, conduit shall be placed by the "Trenching in Paiillt•nt Method." At other locations where conduit is required to be installed in the travway and if delay to any vehicle will not exceed 5 minutes, conduit may be installed by the "Trenching iinn,Pgvement Method" as described below: When the Trenching in Pavement Method is used, the existi phalt concrete shall be cut with a power driven saw or ground to a depth of not less than 1/15 foot inimum of 6 inches beyond either side of the trench, in order to provide a neat and true edge with no s r outside the removal area. If the trench is within 3 feet of a gutter edge, only one saw cut will be requir-o4►. the side of the trench opposite of the gutter) and the asphalt surfacing shall be replaced all the wa ►t e gutter edge. A tack coat shall be applied to the vertical edges just prior to place the asphalt concr-* sed to cap the trench. Damage to pavement that is to remain in pl shall be repaired to a condition satisfactory to the Engineer, or the damaged pavement shall be removecj replaced with new asphalt concrete if ordered by the Engineer. Repairing or removing and replacing pave ent damaged outside the limits of pavement to be replaced shall be at the Contractor's expense. .3% If the Contractor elects to use I e tional Boring, the conduit shall be installed between a minimum depth of 24" and a maximum depth of .1 unless directed otherwise by the Engineer. 13-24.2.5 Pull Boxer,\ll boxes shall conform to the Standard Specifications and these Construction Details. ��2C/ All existing pull boxes to receive new conductors and/or conduits shall be cleaned out, all existing grout removed, and the bottoms re-grouted with a drain hole or the boxes replaced to meet current State Standards. Pull box covers shall be marked "TRAFFIC SIGNAL." Pull box covers for signal interconnect shall be marked "SIGNAL INTERCONNECT." 13-24.2.6 Conductors. All conductors for traffic signal or street lighting systems shall conform to Section 86 of the Standard Specifications, the City Traffic Standards, as shown on the Plans, or as specified herein. Splices shall be insulated by"Method B" or, at the Contractor's option, splices of conductors shall be insulated with heat shrink tubing of the appropriate size after thoroughly painting the spliced conductors with electrical insulating coating. TRANSPORTATION IMPROVEMENTS FOR 79 Spec.No. 17-09 REDWOOD BUSINESS PARK The Contractor shall provide the Engineer with a Certificate of Compliance from the manufacturer for all the conductors and cables furnished for the project. Certificate of Compliance shall conform to the provisions in Section 6-1.07, "Certificates of Compliance,"of the Standard Specifications. In addition to the requirements for splices in detector circuits, the open end of cable jackets or tubing shall be sealed in a manner similar to the splicing requirements to prevent the entrance of water. 13-24.2.7 Wiring. Wiring shall conform to the Standard Specifications. 13-24.2.8 Bonding and Grounding. Bonding and grounding shall conform to the provisions in Section 86- 2.10, "Bonding and Grounding,"of the Standard Specifications and these Construction Details. Grounding jumper shall be attached by a 3/16 inch or larger brass bolt in the standard and shall be run to the ground. Grounding jumper shall be visible after cap has been poured on foundation. 13-24.2.9 Functional Testing. The functional test for each traffic signal system and lighting system shall consist of not less than 48 hours of continuous, satisfactory operation. If unsatisfactory performance of the system develops, the conditions shall be corrected and the test shall be repeo>6d until the 48 hours of continuous, satisfactory operation is obtained. r,k/ 13-24.2.10 Vehicle Signal Faces. All signal faces shall be twelve inches itneter. 13-24.2.11 Optical Units. Je' Red signal faces shall be twelve (12) inch Dialight LEDs furnishe ae dd installed by the Contractor. Green signal faces shall be twelve (12) inch Dialight LEDsff``fuui i ied and installed by the Contractor. Yellow signal faces shall be twelve (12) inch Dialight LEurnished and installed by the Contractor. 4S— 13-24.2.12 Signal Sections. Each signal sect sing shall be either die-cast or permanent mold-cast aluminum conforming to ANSI Standard D-10. and shall conform to the requirements of the Standard Specifications. Structural plastic shall not be,a'tpted. 13-24.2.13 Visors. Visors shall be ca or�ut away. 13-24.2.14 Accessible PedestrASSignals. Accessible pedestrian signals (APS) must conform to Section 86 of the Standard Specificatiorbmply with TEES. The APS system shall cad `of a central control unit, pedestrian push button stations and a hand-held infrared device for proggt+-. ing the system settings. The APS system si�ll`be the Polara EZ Communicator Navigator 2-Wire System, or equal approved by the Engineer, consisting of: • Central Control Unit(CCU2EN) • EZ Communicator Navigator 2-Wire Push Button Station • EZ Communicator Navigator Configurator(one per signalized intersection). Definitions: Accessible pedestrian signal: Accessible pedestrian signal as defined in the California MUTCD. Accessible walk indication: Activated audible and vibrotactile action during the walk interval. Ambient sound level: Background sound level in dB at a given location. Ambient sound sensing microphone: Microphone that measures the ambient sound level in dB and automatically adjusts the APS speaker's volume. APS assembly: Assembly that includes a pushbutton to actuate the APS components. Audible speech walk message: Audible prerecorded message that communicates to pedestrians which street has the walk interval. Programming mechanism: Device to program the APS'operation. TRANSPORTATION IMPROVEMENTS FOR 80 Spec.No. 17-09 REDWOOD BUSINESS PARK Pushbutton information message: Pushbutton information message as defined in the California MUTCD. Pushbutton locator tone: Pushbutton locator tone as defined in the California MUTCD. Vibrotactile pedestrian device: Vibrotactile pedestrian device as defined in the California MUTCD. Submittals: Before shipping the APS units to the job site, submit the following product data sheets: 1. Delivery form including Contract number and contact information 15. Manufacturer's name 16. Model, lot, and serial numbers 17. Month and year of manufacture 18. Wiring diagram 19. Product data 20. Programming mechanism if not integral to the APS 21. Central Control Unit Submit one APS user and operator manual for each signalized location as informational submittals. Each manual must have a master item index that includes: 1. Descriptions of the APS and its associated equipment and cables �w 2. Central Control Unit 4 3. Illustrative block diagrams �✓ 4. Manufacturer's contact information ^ 5. Technical data specifications /13 6. Parts list, descriptions, and settings J 7. Fault diagnostic and repair procedures 22. Preventative maintenance procedures for maintaining A*performance parameters Submit the "walk" and "information" message for each APS``tt Engineer for approval prior to programming. Submit the manufacturer's warranty documentation as atrormational submittal before installing the APS. Submit a record of completed field tests, the APS' onfiguration, audible sound level and threshold, and a list of all parameter settings. S� Quality Control and Assurance: The APS must be compatible witliModel 170E controller assembly and Multisonics #82OA controller assembly. The APS must be as wire system that will function when connected to the existing PPB conductors. Perform 2 field tests on thee: (1)when traffic is noisy during peak traffic hours and (2)when traffic is quiet during off-peak hourstfj the Engineer 15 days before testing the APS. The APS must have/2-year manufacturer's warranty against any defects or failures. The 2-year warranty period starts at Contract acceptance. Deliver a replacement within 10 days after you receive notification of a failed APS. Provide a minimum of 4 hours of training by a certified manufacturer's representative for up to 2 maintenance staff selected by the Engineer. The training must include instruction in installing, programming, adjusting, calibrating, and maintaining the APS. Furnish materials and equipment for the training. Materials: The housing for the APS assembly must be made of corrosion-resistant material. Theftproof bolts used for mounting the APS housing to the standard must be stainless steel with a chromium content of 17 percent and a nickel content of 8 percent. TRANSPORTATION IMPROVEMENTS FOR 81 Spec.No. 17-09 REDWOOD BUSINESS PARK The color of metallic housing must match color no. 33538 of FED-STD-595. The color of plastic housing must match color no. 17038, 27038, or 37038 of FED-STD-595. The APS assembly must be rainproof and shockproof in any weather condition. The APS assembly must include: 1. Pushbutton actuator with a minimum diameter of 2 inches. If a mechanical switch is used, it must have: a. Operating force of 3.5 lb b. Maximum pretravel of 5/64 inch c. Minimum overtravel of 1/32 inch d. Differential travel from 0.002 to 0.04 inch 2. Vibrotactile device on the pushbutton or on the arrow. 3. Enclosure with an ambient-sound-level-sensing microphone and weatherproof speaker. The enclosure must: a. Weigh less than 7 lb. b. Measure less than 16 by 6 by 5 inches. �w c. Fit Caltrans standards. - 4 d. Have a wiring hole with a diameter not exceeding 1-1/8 inc FJ 4. Be attached to the pole with 2 screws with a diameter from 1/4 t. T inch suitable for use in tapped holes. The clear space between any 2 holes in the post mus v- .t least twice the diameter of the larger hole. J 5. Pushbutton sign. Q The APS speakers and electronic equipment must be installOi side the APS assembly's enclosure. The speaker grills must be located on the surface of the enclosure Speakers must not interfere with the housing or its moue hardware. The APS must: eACe" 1. Include a mechanism for enablingln'disabling its operation. 2. Have electronic switches, a pot " bmeter, or a handheld device for controlling and programming the volume level and messa4tgeliver any handheld programming device to the Engineer. 3. Provide information using: ,` a. Audible speech a ssage that plays when the pushbutton is actuated. The message must include the e of the street to be crossed. The APS must have at least 5 audible message o � s. The Engineer selects the message. The message must have a percussi 'ne consisting of multiple frequencies with a dominant component of 880 Hz. If the t is selected as the message, it must repeat 8 to 10 ticks per second. b. Pu on locator tone that clicks or beeps. The pushbutton must produce the locator - .t an interval of 1 tone per second. Each tone must have a maximum duration of q. 5 second. The tone volume must adjust in response to the ambient sound level and be audible up to 12 feet from the pushbutton or to the building line, whichever is less. 4. Have a pushbutton that remains functional during an APS failure. For signalized intersections, the APS must: 1. Have a pushbutton that when actuated activates the pedestrian walk signal's timing during an APS failure. 2. Provide information using: a. Audible speech walk message. The message must be activated from the beginning of the walk interval and repeated for its duration. An example of the message is " Walk sign is on to cross b. Pushbutton information message that provides the name of the street to be crossed. The message must play when the pushbutton is actuated. An example of the message is "Wait to cross at . Wait. Traveling North/South/West/East" TRANSPORTATION IMPROVEMENTS FOR 82 Spec.No. 17-09 REDWOOD BUSINESS PARK 3. Have a functional pushbutton that activates the pedestrian walk signal whenever actuated, even if the audible speech walk message, the pushbutton information message, the pushbutton locator tone, and the vibrating surface features are disabled. A central control unit must be installed inside the traffic cabinet and powered by the AC supply mains (115 VAC). The central control unit is the power supply and signaling interface between the existing intersection traffic controller and the APS system and receives its timing from the "walk" and "don't walk" timing. The central control unit must be Ethernet capable. Construction: Arrange to have a manufacturer's representative at the job site when the APS is installed, modified, connected, or reconnected. The Contractor is responsible for the compatibility of the components and for making the necessary calibration adjustments to deliver the performance specified. Furnish the equipment and hardware, and then set up, calibrate, and verify the performance of the APS. The Contractor shall program messages into all APS. Submit the messageach intersection to the Engineer prior to programming: ^� 1. Audible speech walk message. The message must be activated fro beginning of the walk interval and repeated for its duration. An example of the message is " �� . Walk sign is on to cross 2. Pushbutton information message that provides the name oghe street to be crossed. The message must play when the pushbutton is actuated. An examplkOthe message is "Wait to cross at . Wait. Traveling North/South/West/East" NS • Point arrows on the pushbutton signs in the same directio the corresponding crosswalk. Attach the sign to the APS assembly. 13-24.2.15 LED Luminaires. The Contractor s IIsu ply and install Light Emitting Diode (LED) luminaires with 120/240 volt built-in ballast, individual ph t ell control (or as shown on the Plans), at the traffic signal location(s) and with the wattage as shown oo" to Plans. LED luminaire shall be as specified in subsection 13- 24.25.2 of these Construction Details. i 13-24.2.16 Photoelectric Control.-fkhotoelectric control shall conform to the provisions in Section 86-6.11, "Photoelectric Controls", of the StOard Specifications and these Construction details. The photoelectric unit shall 4,0stalled on a traffic signal standard, the location of which is shown on the Plans. A separate contacto\WII be located in the service cabinet. Photoelectric control�¢ b`e Type II. 13-24.2.17 Ballasts. `Ballasts shall be integral electronic type. 13-24.2.18 Controller Assemblies. At the Commerce Drive and Airport Park Boulevard intersection signal system, Contractor shall provide Model 170E controller assembly, including controller unit, a wired Model 332 cabinet, software, conflict monitor, and all auxiliary equipment required to control the traffic signal system. Refer to plans for additional information. 13-24.2.19 Removing Signal and Electrical Equipment. Existing electrical equipment to remain which is damaged by the Contractor, shall be replaced by the Contractor at their expense. 13-24.3 Video Detection System. Each video vehicle detector system (VVDS) shall be GRIDSMART System manufactured by GRIDSMART Technologies, Inc. The City of Ukiah has standardized around the GRIDSMART System VVDS. The VVDS shall consist of one or more video detection devices mounted on traffic signal or luminaire mast arms as shown on the Plans; and including all wires, cables, connections, video detection processor (VDP), cabinet interface ICC modules in a standard detector rack, a pointing device, and TRANSPORTATION IMPROVEMENTS FOR 83 Spec.No. 17-09 REDWOOD BUSINESS PARK related appurtenances for a complete and functioning system. A VVDS for a single intersection must consist of ether 1 or 2 fixed focal length omnidirectional view cameras and the VDP. The system is composed of these principal items: the camera(s), the field communications link consisting of a single CAT5e cable between each camera and the VDP, add the VDP along with a PC, video monitor or associated equipment required to setup the VDP and software to communicate to the VDP. The VDP must be either NEMA TS 2 Type 1 or Type 2. Type 2 must have RS 485 SDLC. The VDP must have at least four (4) processing cores of 2.8GHz or greater, a minimum of 3GB random access memory (RAM), and at least 32GB of onboard storage. The system shall include software that detects vehicles and bicycles in multiple lanes using only the video image. Detection zones shall be defined using only an on board video menu and a pointing device to place the zones on a video image. Up to 8 detection zones per system shall be available. 13-24.3.1 Definitions. �w A. VVDS Processor. The electronic unit that converts the video i -k;,: provided by the cameras, generate vehicle detection for defined zones and collects vehicular data as 4,,141►fied. B. Central Control. A remotely located control center, which co tinicates with the VVDS Processor. The VVDS operator at the central control has the ability to monitor tl'operation and odify detector placement and configuration parameters. The equipment that constitutes coral control is comprised of a workstation microcomputer along with the associated peripherals as descrilOkin this special specification. C. Field Setup Computer. A portable microcomput j sedto set up and monitor the operation of the VVDS Processor. If required to interface with the V\tfitl processor unit, the field setup computer with the associated peripherals described in this special (cation and a video monitor, also described in this special specification, must be supplied as part of DS. D. Field Communications Link. The cfsk unications connection between the camera(s) and the VVDS Processor. This link will consist of one C A CIF cable for each omnidirectional camera. i E. Remote Communications The communications connection between the VVDS Processor and the central control. �- ' F. Camera Assembly. `complete camera or optical device assembly used to collect the visual image. The camera assembly cons of a CMOS camera, environmental enclosure, temperature control mechanism, and all necessary mourns ardware. G. Occlusion.Qphenomenon when a vehicle passes through the detection zone but the view from the sensor is obstructed by another vehicle. This type of occlusion results in the vehicle not being detected by the sensor. Or When a vehicle in one lane passes through the detection zone of an adjacent lane. This type of occlusion can result in the same vehicle being counted in more than one lane. H. Detection Zone. The detection zone is an area selected through the VVDS Processor that when occupied by a vehicle, sends a vehicle detection to the traffic controller or freeway management system. I. Detection Accuracy. The measure of the basic operation of a detection system (shows detection when a vehicle is in the detection zone and shows no detection when there is not a vehicle in the detection zone). J. Live Video. Video being viewed or processed at 5 to 10 frames per second. TRANSPORTATION IMPROVEMENTS FOR 84 Spec.No. 17-09 REDWOOD BUSINESS PARK K. Lux. The measure of light intensity at which the camera may operate. A unit of illumination equal to one lumen per square meter or to the illumination of a surface uniformly one meter distant from a point source of one candle. 13-24.3.2 Functional Capabilities. The system must be able to detect either approaching or departing vehicles in multiple traffic lanes. A minimum of 24 detector outputs per VVDS Processor. Each zone and output must be user definable through graphics by drawing arbitrarily shaped polygons using the Field Setup Computer or Central Control. The user must be able to redefine previously defined detection zones. The VVDS Processor must provide real time vehicle detection (within 500 milliseconds (ms)of vehicle arrival). The system must be able to detect the presence of vehicles in up to 64 detection zones per camera. Detection zones must be provided that are sensitive to direction of vehicle travel. The direction at be detected by each detection zone must be user programmable. The VSDS Processor unit must compensate for minor camera movement(up to 2% of the field of view at 400 feet)without falsely detecting vehicles. The camera movement must be measurablvn the unprocessed video input to the VSDS Processor. r,k/ The camera must operate while directly connected to VSDS Processor UnitV Once the detector configuration has been downloaded or saved into the,, sDS Processor, the video detection system must operate with the monitoring equipment (monitor and/or Qtop)disconnected or on-line. When the monitoring equipment is directly connected to the Vrocessor, it must be possible to view vehicle detections in real time as they occur on the field sett puter's color VGA display or the video monitor. >�" The VSDS Processor must support 1 or 2 omnidirec I view cameras. If equipped with 1 omnidirectional view camera, the VSDS processor must also be 5a e of simultaneously supporting up to four(4) more traditional view cameras for special needs suckXadvance detection or underpass detection. 13-24.3.3 Vehicle Detection. �0 A. Detection Zone Placement. ie video detection system must provide flexible detection zone placement anywhere with Re combined field of view of the image sensors. Preferred presence detector configurations q 1i be arbitrarily shaped polygons, including simple boxes drawn across lanes of traffic or plat,-, 'n line with lanes of traffic. A single detector must be able to replace one or more conventional •'- -ctor loops. B. Detection Zo fogramming. Placement of detection zones must be by means of graphical interface using the vi� Image of the roadway. The monitor must show images of the detection zones superimposed on the video image of the traffic while the VVDS Processor is running. The displayed zones, when operating, must be able to be displayed outlined or filled, with a visible change indicating detection. The detection zones must be created by using the mouse or keypad to draw detection zones on the monitor. The detection zones must be capable of being sized and shaped to provide optimal road coverage and detection. It must be possible to upload detector configurations to the VVDS Processor and to retrieve the detector configuration that is currently running in the VVDS Processor. The mouse or keypad may be used to edit previously defined detector configurations so as to fine tune the detection zone placement size and shape. Once a detection configuration has been created, the system must provide a graphic display of the new configuration on its monitor. While this fine-tuning is being done, the detection must continue to operate from the detector configuration that is currently called. TRANSPORTATION IMPROVEMENTS FOR 85 Spec.No. 17-09 REDWOOD BUSINESS PARK When a vehicle occupies a detection zone, the detection zone on the live video must indicate the presence of a vehicle, thereby verifying proper operation of the detection system. With the absence of video, the VVDS Processor must have a display that will indicate proper operation of the detection zones. Detection zones must be provided that are sensitive to the direction of vehicle travel. The direction to be detected by each direction zone must be user programmable. The vehicle detection zone should not activate if a vehicle traveling any direction other than the one specified for detection occupies the detection zone. Cross-street and wrong way traffic should not cause a detection. Detection zones must have the option for the user to define that can be made with a side entrance (90° or less angled entrance). C. Design Field of View. The video detection system must reliably detect vehicle presence in the design field of view. The design field of view must be defined as the sensor view when the image sensor is mounted 30-feet or higher above the roadway, when the camera is adjacent(within 15 feet)to the edge of the nearest vehicle travel lane, and when the length of the detection area is not greater than 5 times the mounted height of the image sensor. Within this design field of vicK the VVDS Processor unit must be capable of setting up a single detection zone for point detec equivalent to the operation of a 6 foot by 6 foot inductive loop). A single camera, place ..0* a proper mounting height, must be able to monitor up to and including 5 traffic lanes simultan Tx . A single omnidirectional camera, placed at the proper mounting height, must be able to .y it detection zones in at least intersection approaches. Q D. Detection Performance. Detection accuracy of the video i j ction system must be comparable to properly operating inductive loops. Detection accurac •. t include the presence of any vehicle in the defined detection zone regardless of the lane, whic t: vehicle is occupying. Occlusion produced by vehicles in the same or adjacent lanes must not tnsidered a failure of the VVDS Processor, but a limitation of the camera placement. Detection aaracy(a minimum of 95%) must be enforced for the entire design field of view on a lane by lane -4°. in a time period basis. When specified in the plans, furnish up to 24 continuous hours of recoil!: video of all installed intersection cameras within the 30 day test period for verification of propec. era placement, field of view, focus, detection zone placement, processor setup and opecOn. The video from each camera must show vehicle detections for all zones. \-\ E. Equipment failure, either caor VVDS Processor, must result in constant vehicle detection on affected detection zones.P 40.p 13-24.3.4 VSDS Processo . �` A. Cabinet Mounting e VSDS Processor must be shelf mountable. B. Environme 1 -equirements — The VSDS Processor must be designed to operate reliably in the • adverse e I ronment found in the typical roadside traffic cabinet. It must meet the environmental requirements set fourth by the latest NEMA (National Electric Manufacturers Association) TS1 and TS2 standards as well as the environmental requirements for Type 170, Type 179 and 2070 controllers. Operating temperature must be from -30°F to +165°F at 0% to 95% relative humidity, non- condensing. C. Electrical—The VSDS Processor must have a modular electrical design. The VSDS Processor must operate within a range of 89 to 135 VACm 60 Hz single phase. Power to the VSDS Processor must be from the transient protected side of the AC power distribution system in the traffic control cabinet in which the VSDS Processor is installed. Communications to the field setup computer must be through an Ethernet port. This port must be able to download the real time detection information needed to show detector actuations. The VSDS Processor must have an Ethernet connection on the front of the unit for the connection to TRANSPORTATION IMPROVEMENTS FOR 86 Spec.No. 17-09 REDWOOD BUSINESS PARK the 1st camera. If a second camera is installed at the intersection, the camera will connect with the VSDS Processor through a connector mounted on the side of the Processor. The unit must be equipped with a single VGA video output. This output must be capable of displaying the operations and detections of the VSDS Processor. The change log for all Software upgrades and/or changes must be presented on a readily assessable internet site with unencumbered public access. The unit software and the supervisor software must include diagnostic software to allow testing of the VSDS functions. This must include the capability to set up and clear individual detector outputs and display the status of inputs to enable setup and troubleshooting in the field. 13-24.3.5 Camera Assembly. A. Camera. The video detection system must use high resolution, color image sensors as the video source for real time vehicle detection. The cameras must be approved for use with the VSDS Processor unit by to supplier of the VSDS. As a minimum, each camera must provide the following capabilities: &°w a. Images must be produced with a CMOS sensing element witrTzontal resolution of at least 2580 lines and vertical resolution of at least 1920 lines. ges must be output in digital format as MJPEG image. 2� b. Useable video and resolvable features in the vide age must be produced when those features have luminance levels as low 1.0 lux for‘Or,r, for night use. c. Useable video and resolvable features in 9Nideo image must be produced when those features have luminance levels as high as� 0 lux during the day. d. The camera must include an electr shutter control based upon average scene luminance and must be equipped with fixe �0of view and fixed focus lens which does not require opening the camera enclosurg.N-he fixed focus lens must be always in focus without any required end-user adtustmeb. B. Camera and Lens Assembly. TM camera and lens assembly must be housed in an environment enclosure that provides the fekwing capabilities: a. The enclosure,Osr'be waterproof and dust tight to the latest NEMA 4 specifications. b. The enclo must allow the camera to operate satisfactorily over an ambient temperature range ff- 0°F to +165°F while exposed to precipitation as well as direct sunlight. c. Thq�Tclosure must include a provision for connection of the CAT5e cable. Input power to the environmental enclosure must be included in the Ethernet interface. d. A thermostatically controlled heater must be a the front of the enclosure to prevent the formation of ice and condensation. The heater must not interfere with the operation of the camera electronics, and it must not cause interference with the video signal. e. The enclosure must be light colored or unfinished and must be designed to minimize solar heating. Any plastics used in the enclosure must include ultra violet inhibitors. f. The total weight of the image sensor in the environmental enclosure must be less than 10 lb. g. Use waterproof, quick disconnect connectors to the camera for the CAT5e connection. A camera interface panel capable of being mounted to sidewalls of a controller cabinet must be provided for protection of the VSDS Processor, camera CAT5e connection. The panel must consist TRANSPORTATION IMPROVEMENTS FOR 87 Spec.No. 17-09 REDWOOD BUSINESS PARK of, as a minimum, 2 CAT5e cable surge protection connections. When the connection between the camera and the VSDS Processor is CAT5e cable, the cable used must be suited for outdoor installation. Camera mounting hardware must allow for vertical or horizontal mounting to the camera enclosure. 13-24.3.6 Field Communication Link. The field communication link must be a two way communications connection from the camera to the VSDS Processor. The primary communications link media must be burial grade CAT5e cable. The following requirements must govern for the various types of field communications link media described on the plans. A. CAT5e Cable. In locations where the plans indicate CAT5e cable is required as the primary communications link, this cable must be burial grade as well as suitable for above ground applications. All connection cables must be continuous from the equipment cabinet to the ca��rp��era connector. Install lighting and transient surge suppression devices on the processor si�ZSf the field communications link to protect the peripheral devices. The suppression devices must bbj®I solid state. The devices must present high impedance to, and must not interfere with, the commune 1 pns lines during normal operation. The suppression devices must not allow the peak voltage on any li�"� exceed 300% of normal operating peak voltage at any time. The response time of the devices musgo'Cexceed 5 nanoseconds. 13-24.3.7 VSDS Set-Up System. The minimum VSDS set-u• • em, as needed for detector setup viewing of vehicle detections, must consist of a field setup com-44- and Windows-based interface software (if required)for a video monitor with interface software built '1 he VSDS Processor. Live video (5 frames per second) must be available on the field setup computerwetermine� proper operation of detectors. The field set-up computer as a minimum, must have a network ection. O If a field setup computer is required for sytset-up, it must be supplied by the supplier of the VSDS Processor. _ O The field setup computer must include alllaecessary cabling and a Windows-based program to interface with the VSDS Processor. This softwarekust provide an easy to use graphical user interface and support all models/versions of the supplied V`SS .. Live video with the detection >said is required for field verification of the system. 13-24.3.8 Temporary ,v,>nd Retesting. A. Tempora When shown on the plans, the VSDS equipment must be used to provide vehicle detection on temporary basis. When the permanent vehicle detection system and related equipment are installed and made operational, the VSDS equipment must be carefully removed and delivered to the location shown on the plans. 13-24.3.9 Operation from Central Control. The central control must transmit and receive all information needed for detector setup, monitor the vehicle detection, view the vehicle traffic flow and interrogate all required stored data. The remote communications link between the VSDS Processor and central control may be dial-up (telephone or ISDN lines) or dedicated twisted wire pair communications cable which may be accompanied with coaxial cable or fiber-optic cable, as shown on the plans. Communications with central control must not interfere with the on-street detection of the VSDS Processor. 13-24.3.10 Installation and Training. The supplier of the video detection system must supervise the installation and testing of the video and computer equipment. Instruction personnel are required to be certified by the equipment manufacturer. The User's Guide is not an adequate substitute for practical, classroom training and formal certification by an approved agency. TRANSPORTATION IMPROVEMENTS FOR 88 Spec.No. 17-09 REDWOOD BUSINESS PARK Formal levels of factory authorized training are required for installers, contractors and system operators. All training must be certified by the manufacturer. 13-24.3.11 Warranty, Maintenance and Support. The video detection system must be warranted to be free of defects in material and workmanship for a period of 3 years from date of shipment from the supplier's facility. During the warranty period, the supplier must repair with new or refurbished materials, or replace at no charge, any product containing warranty defect provided the product is returned FOB to the suppliers factory with transportation prepaid. During the warranty period, technical support shall be available from the supplier via telephone within 4 hours of the time a call is made by a user, and this support shall be available from factory-certified personnel or factory-certified installers. During the warranty period, standard updates of the VSDS Processor and supervisor software shall be available from the supplier without charge. The supplier must maintain a program for technical support and software updatesr#Qllowing expiration of the warranty period. r,k/ 13-24.4 Remove Detector Loop. Detectors will be disconnected :4 11:'oned and removed) by the Contractor. The Contractor shall notify the City a minimum of two (2)wok. u days prior to any detector being disconnected or connected. Timing adjustments shall be made by City_ .'.c personnel. 13-24.5 Remove Lighting Standard. Contractor's attention c9rected to Section 15, "Existing Highway Facilities" and Section 86-7.01, "Removing Electrical Equipe ' of the Standard Specifications. Removal shall include disconnection from lighting circuit, removal of standard, base and foundation to the depth shown on the Plans. Protect lighting standard from da 1:- during removal. Return lighting standard and luminaire to City Electrical Department. 52 13-24.6 Install Lighting Standard. Contractor' etntion is directed to Section 86, "Signals, Lighting, and Electrical Systems," of the Standard Specifics, os. All lighting standard materials and installation, including but not limited to, lighting standard and foundt" 3n shall conform to this Section. 13-24.6.1 Lighting Standard. Street l*standards shall be Type 15, single head configuration with 6-foot mast arm per Standard Drawing ES-fk Contractor shall be responsible for furnishing and installing street light foundation, street light standard�Rst arm, LED luminaire, all conduit, and conductors from street light luminaire to street light pull boxes` 13-24.6.2. Luminaire. Lujires shall be Cooper Part#OVFB05LEDEUT3A LED 5 BAR Head Unit. 13-24.7. Miscellanlectrical. Contractor's attention is directed to Section 86, "Signals, Lighting, and Electrical Systems,<Z the Standard Specifications. All electrical materials and installation, including but not limited to, conduit and junction boxes, shall conform to this Section and the City of Ukiah Electric Department Standards. 13-24.7.1. Primary Junction Pedestal. City of Ukiah Electric Department will furnish primary junction pedestal. Contractor shall install primary junction pedestal. 13-24.7.2. Primary Conduit. All primary conduit shall be minimum 4" Schedule 40 PVC for all conduit and fittings. All elbows and sweeps shall be a minimum 36" radius. Long Line Couplings shall be used. Flex adapters or PVC Flexible Couplings shall not be used. 13-24.7.3. Street Light Conduit. All street light conduit shall be minimum 1" Schedule 40 PVC for all conduit and fittings. All elbows and sweeps shall be minimum 24" radius. Existing street light conduit may require splice with 2" Schedule 40 PVC conduit, with elbows and sweeps to be a minimum Schedule 40 24" radius. TRANSPORTATION IMPROVEMENTS FOR 89 Spec.No. 17-09 REDWOOD BUSINESS PARK 13-24.7.4. Street Light Pull Box / Junction Box. All street light pull boxes /junction boxes shall be No. 5 (17"x30"x18")with penta head coil nuts and bolts. All street light pull box/junction box covers shall be labeled "Electric." 13-24.7.5. Conductors. City of Ukiah Electrical Department will install and terminate primary conductors at all transformers,junction pedestals, and primary junction box locations. City of Ukiah Electrical Department will install and terminate all secondary street light conductors at junction box locations for each street light standard. 13-24.8 Measurement and Payment. Full compensation for Modify Signal and Lighting (Airport Park Boulevard/Talmage Road)will be paid for at the contract lump sum price, which price shall constitute full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in furnishing and installing, modifying, and removing the traffic signal, including but not limited to all demolition, salvage and relocation work, conduit, conductors, pull boxes, cleaning existing conduits to remain, interconnection conduit, boxes and pull rope, excavation, backfill, compaction, signal poles and mast arms, signal pole foundations, temporary traffic signals, luminaires, signs, signal heads, splicing, video detection system, fu .'onal testing and all other work required for a complete and operating system as shown on the Plans and •t. .ard Plans, and specified in the Standard Specifications and these Construction Details, and no ad.' : : allowances will be made therefor. Q. Full compensation for Signal and Lighting (Airport Park Boulevarmmerce Drive) will be paid for at the contract lump sum price, which price shall constitute full comp a ion for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work i \&ed in furnishing and installing the traffic signal, including but not limited to all demolition, salvage and r-•.:.tion work, conduit, conductors, pull boxes, excavation, backfill, compaction, signal poles and mast arm '•nal pole foundations, luminaires, signs, signal heads, splicing, controller and cabinet, new signal servic-j leo detection system, functional testing and all other work required for a complete and operating sign.Fc stem as shown on the Plans and Standard Plans, and specified in the Standard Specifications and theOConstruction Details, and no additional allowances will be made therefor. Full compensation for Modify Signal and Li g (Hastings Avenue/South State Street)will be paid for at the contract lump sum price, which pric I constitute full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and f9r oing all the work involved in furnishing and installing, modifying, and removing the traffic signal, includiA but not limited to all demolition, salvage and relocation work, conduit, conductors, pull boxes, cleaning xg conduits to remain, excavation, backfill, compaction, signal poles and mast arms, signal pole signal e foundations, temporary traffic signals, luminaires, signs, signal heads, splicing, video detection sys unctional testing and all other work required for a complete and operating system as shown on the and Standard Plans, and specified in the Standard Specifications and these Construction Details, asVsa additional allowances will be made therefor. Full compensation ffiemove Lighting Standard will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in disconnecting lighting standard from lighting circuit, removing and abandoning junction boxes, removing existing lighting standards, bases and foundations as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these construction details, and no additional allowances will be made therefor. Full compensation for Lighting Standard will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in furnishing and installing lighting standards, mast arms, LED luminaires, foundations, pull boxes, trenching, backfill, street light conduit, splicing, and conductors from luminaire to pull box as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. Full compensation for Relocate Primary Junction Pedestal will be measured and paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in relocating primary junction TRANSPORTATION IMPROVEMENTS FOR 90 Spec.No. 17-09 REDWOOD BUSINESS PARK pedestal and associated electrical conduit construction, including but not limited to trenching, bedding, backfill, conduit, splicing, installing primary junction pedestal, and junction boxes, and all other primary electrical system work as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. 0..) O �Q QJ OHO Off-. O —k 4e- TRANSPORTATION IMPROVEMENTS FOR 91 Spec.No. 17-09 REDWOOD BUSINESS PARK SECTION 14. EXCLUSIONS FROM GENERAL CONDITIONS 14-01. Provisions to be Excluded from General Conditions. The following designated provisions of the General Conditions are hereby determined to be inapplicable to the proposed work and, therefore, are hereby excluded from the terms of the Notice to Bidders, Proposal, Agreement and other contract documents as though entirely omitted from said General Conditions: (1) Section 6-02. Office at the Site No other exclusions. SECTION 15. AMENDMENTS TO GENERAL CONDITIONS 15-01. Sections of General Conditions to be Amended. �w The following designated sections of the Special Provisions are hereby amen. •. read as follows: No amendments. 2Q QJ`C' ONO Off-. 4e- TRANSPORTATION IMPROVEMENTS FOR 92 Spec.No. 17-09 REDWOOD BUSINESS PARK BID SUBMITTAL CHECKLIST The following is a checklist to assist you in your submission of your bid documents. Please make sure you include the following when submitting your bid documents to reduce the risk of having your bid rejected: Did you include?... o Proposal (Page 93) > Unit prices filled out per instruction > Extended prices calculated correctly > Total bid amount calculated correctly > Sign the proposal, and provide complete information > CLSB No. and expiration date > Department of Industrial Relations Public Works Contractor Regiration Number o Iran Contracting Act Certification (Page 101) O✓`V > Filled out completely per instruction Q o Fair Employment Practices Certification (Page 102) > Filled out completely per instruction `� o Worker's Compensation Certificate (Page 103 > Filled out completely per instruction �� o Certification of Non-Discrimination inployment (Page 104) > Filled out completely per instry6n o List of Proposed Subcontrac Page 105) > Include CaliforniaCo trac or License Number for each > Include DIR Publi ks Contractor Registration Number for each > Identify what 1:), , of work to be performed o Statement of Exience (Page 106) o Signature dder(Page 107) > Fill out completely per instruction > Authorized signature provided o Bidder's Bond (Page 108) > Filled out completely per instruction o Non-Collusion Affidavit (Page 109) > Filled out completely per instruction > Notarized o Addenda Issued > Signed and Returned TRANSPORTATION IMPROVEMENTS FOR 93 Spec.No. 17-09 REDWOOD BUSINESS PARK CITY OF UKIAH MENDOCINO COUNTY, CALIFORNIA PROPOSAL FOR TRANSPORTATION IMPROVEMENTS FOR REDWOOD BUSINESS PARK Specification No. 17-09 The undersigned, as bidder, declares that he or she has examined thoroughly all of the contract documents herein contained, that this proposal is made without collusion with any other person, firm or corporation and that all laws and ordinances relating to the interest of public officers in this contract have been complied with in every respect. AND he or she proposes and agrees, if this proposal is accepted, °w 1) that he or she will contract with the City of Ukiah, Mendocino Co California, in the form of the copy of the agreement herein contained Q a) to provide all necessary machinery, tools, apparatusother means of construction; 4— b) to furnish all materials; V(Z c) to provide all superintendence, overhead �nses and all labor and expenses of whatever nature necessary to complete the job i ioformity with the specifications and drawings and other contract provisions herein or renably implied hereby or as necessary to complete the work in the manner and withintime named herein and according to the requirements and to the reasonable satisfactt the City Engineer; d) to pay all charges of freigh Vtrnsportation and hauling; 2) that he or she indemnifies/thee City against any loss or damage arising from any act of the undersigned as Contraaoot' ; and 3) that he or she will t as full payment therefor the following sums: 4e- TRANSPORTATION IMPROVEMENTS FOR 94 Spec.No. 17-09 REDWOOD BUSINESS PARK BIDDING SCHEDULE In case of discrepancy between words and figures, the words shall prevail. In any discrepancy between unit prices and extended amounts for a bid item using unit prices (specified unit price multiplied by specified quantity for bid item does not equal the extended amount for the item), the specified unit price will control and will be used by the City to compare bids in selecting the lowest bid and in awarding the contract. If the specified total bid amount does not equal the total of the extended amounts for all bid items, the City will use the total of the extended amounts for each bid item (adjusted, if necessary, so that the extended amount equals the specified unit price multiplied by the specified quantity for that bid item)to compare bids in selecting the lowest bid. The Unit prices for the various Construction Items below include all costs associated with the General Conditions, Special Provisions, Requirements of the Construction Contract, and represent the total, complete, in-place cost for each specific Construction Item in accordance with the Construction Documents, including all elements, work components, accessories, and connections, shown in applicable details or required to yield a complete, sound and functional component or system appropriate for its intende• function, whether or not such is specifically described or listed in any description of measurement or pay ►,a ;? The total amount of the Construction items below shall represent the total and complete cost of the fuel nctional Project. All work not specifically listed below be required to complete the work of the various it`{ruction items and the cost of such shall be considered as included throughout the various unit prices i '�ted. Lowest bid will be based on the lowest Base Bid. BASE BID /I ITEM DESCRIPTION AND UNIT PRICE BID MED EXTENDED NO. (in words and in figures) rBY QUANTITY EQUALS AMOUNT FOR `O ITEM(in figures) Storm Water Pollution Prevention Plan(WPCP)for the lump sum price of O` LUMP SUM PRICE 1 x 1LS = ($ AN ) Storm Water Sampling and Analysis Day 411dprice paid per each 2 � � x 10 EA = Water Pollution Control Mefl s for the lump sum price of 3 # LUMP SUM PRICE ` x 1 LS = VV ($ ) Progress Sc (Critical Path Method)for the lump sum price of LUMP SUM PRICE 4 x 1 LS = ($ ) Construction Area Signs for the lump sum price of LUMP SUM PRICE 5 x 1 LS = ($ ) $ Traffic Control System for the lump sum price of LUMP SUM PRICE 6 x 1 LS = ($ ) $ Construction Survey for the lump sum price of LUMP SUM PRICE 7 x 1 LS = ($ ) $ TRANSPORTATION IMPROVEMENTS FOR 95 Spec.No. 17-09 REDWOOD BUSINESS PARK ITEM DESCRIPTION AND UNIT PRICE BID MULTIPLIED EXTENDED NO. (in words and in figures) BY QUANTITY EQUALS AMOUNT FOR ITEM(in figures) Remove Fence for the lump sum price of LUMP SUM PRICE 8 x 672 LF = ($ )= $ Remove Traffic Stripe for the price paid per linear foot 9 x 5,000 LF = $ ($ ) Remove Paint Markings for the price paid per square foot 10 x 900 SF = $ ($ ) Remove or Relocate Roadside Sign(metal post)for the price paid per each 11 x 15 EA = $ ($ ) Remove and Abandon Utilities for the lump sum price of O LUMP SUM PRICE 12 x Ci ��S = ($ ) QJ $ Relocate Hydrant for the price paid per each V 13 O`7\. 2 EA = $ ($ ) / Utility Clearances for the price paid per each �� 14 �� x 20 EA = ($ Utility Conflict Resolution for the price paid perch FORCE ACCOUNT 15 Ten Thousand Dollars �� x 1 FA = 1 0,000 ($_1101,000 ) $ Adjust Utility Cover to Grade for tpbe paid per each 16 x 70 EA = ($ ) $ Remove Concrete` rbb d Gutter)for the price paid per linear foot 17 Q4q-- x 1,235 LF = $ ($ ) Remove Concrete(Curb)for the price paid per linear foot 18 x 4,060 LF = $ ($ ) Remove Concrete Sidewalk for the price paid per square foot 19 x 2,100 SF = $ ($ ) Cold Plane Asphalt Concrete Pavement for the price paid per square yard 20 x 33,000 SY = $ ($ ) TRANSPORTATION IMPROVEMENTS FOR 96 Spec.No. 17-09 REDWOOD BUSINESS PARK ITEM DESCRIPTION AND UNIT PRICE BID MULTIPLIED EXTENDED NO. (in words and in figures) BY QUANTITY EQUALS AMOUNT FOR ITEM(in figures) Clearing and Grubbing for the lump sum price of LUMP SUM PRICE 21 x 1 LS = ($ ) $ Roadway Excavation for the price paid per cubic yard(final payment) 22 x 11,000 CY (F) $ ($ ) Remove Unsuitable Material for the price paid per cubic yard 23 x 25 CY = ($ ) Subgrade Enhancement Geotextile for the price paid per square yard 24 x 19,100 SY�/vv, _ ($ ) QO Bioretention Excavation for the price paid per cubic yard ``� 25 x ��Y,080 CY = ($ ) 0 $ Tire Derived Aggregate Fill for the price paid per cubic yard 26OOx 860 CY = ($ ) A • Erosion Control for the lump sum price of �`j. LUMP SUM PRICE 27 `O x 1 LS = Class 2 Aggregate Base for the price paid bic yard 28 A / x 8,100 CY = I� ) Hot Mix Asphalt(Type A)ffoo &:rice paid per ton 29 x 9,300 TON = $ Hot Mix Asphalt< Type A)for the price paid per linear foot Q 30 x 185 LF = ($ ) Paving Fabric for the price paid per linear foot 31 x 3,900 LF = ($ ) Paving Grid for the price paid per square yard 32 x 10,100 SY = ($ ) Metal Roadside Sign for the price paid per each 33 x 7 EA = ($ ) TRANSPORTATION IMPROVEMENTS FOR 97 Spec.No. 17-09 REDWOOD BUSINESS PARK ITEM DESCRIPTION AND UNIT PRICE BID MULTIPLIED EXTENDED NO. (in words and in figures) BY QUANTITY EQUALS AMOUNT FOR ITEM(in figures) Roadside Sign—One Post for the price paid per each 34 x 22 EA = ($ ) $ Paint Curb(2-coat)for the price paid per linear foot 35 x 1,050 LF = $ ($ ) Plastic Pipe for the price paid per linear foot 36 x 1,815 LF = $ ($ ) Drainage Cleanout for the price paid per each 37 x 50 EA = $ ($ ) Drainage Inlet for the price paid per each (wV 38 x 30 E0-4.1 = ($ ) QQ $ Trench Bracing and Shoring for the lump sum price of ```� LUMP SUM PRICE 39 x ON 1 LS = ($ ) O` $ Minor Concrete(Curb)for the price paid per linear foot 40 4cbQ x 3,465 LF = $ ($ Minor Concrete(Curb and Gutter)for the price paid r linear foot 41 S x 1,190 LF =O ($ ) Minor Concrete(Sidewalk)for the plik rfaid per square foot Q 42 P` x 3,485 SF = $ ($ ) Minor Concrete(CurIiR p)for the price paid per each 43 ��/ x 5 EA = Q ) $ ($ Curb Ramp Detectable Warning Surface for the price paid per square foot 44 x 90 SF = $ ($ ) Mobilization, Demobilization and Final Cleanup for the lump sum price of LUMP SUM PRICE 45 x 1 LS = $ ($ ) Chain Link Fence and Gate for the price paid per linear foot 46 x 485 LF = ($ ) $ TRANSPORTATION IMPROVEMENTS FOR 98 Spec.No. 17-09 REDWOOD BUSINESS PARK ITEM DESCRIPTION AND UNIT PRICE BID MULTIPLIED EXTENDED NO. (in words and in figures) BY QUANTITY EQUALS AMOUNT FOR ITEM(in figures) Pedestrian Barricade for the price paid per each 47 x 3 EA = $ ($ ) Reconstruct Wood Fence for the price paid per linear foot 48 x 40 LF = $ ($ ) Pavement Marker for the price paid per each 49 x 610 EA = $ ($ ) Object Marker(Type K-1)for the price paid per each 50 x 26 LF = (w $ ($ ) !'✓ Traffic Stripe(Detail 8)for the price paid per linear foot mow`(/ 51 x 7, � = $ `$ ) J Traffic Stripe(Detail 9)for the price paid per linear foot 52 x‘ 2 380 LF = ` $ ($ ) <O Traffic Stripe(Detail 10)for the price paid per linear foot 53 VX x 330 LF = 4q."' $ ($ Traffic Stripe(Detail 21)for the price paid per line o 54 OS x 940 LF = $ ($ ) Traffic Stripe(Detail 22)for the price laid per linear foot 55 � x 380 LF = ($ ) Traffic Stripe(Detail 27� he price paid per linear foot 56 <j>`v x 330 LF = $ 0` ($ ) Traffic Stripe(Detail 28)for the price paid per linear foot 57 x 910 LF = $ ($ ) Traffic Stripe(Detail 38)for the price paid per linear foot 58 x 370 LF = $ ($ ) Traffic Stripe(Detail 38A)for the price paid per linear foot 59 x 1,580 LF = $ ($ ) Traffic Stripe(Detail 39)for the price paid per linear foot 60 x 410 LF = $ TRANSPORTATION IMPROVEMENTS FOR 99 Spec.No. 17-09 REDWOOD BUSINESS PARK ITEM DESCRIPTION AND UNIT PRICE BID MULTIPLIED EXTENDED NO. (in words and in figures) BY QUANTITY EQUALS AMOUNT FOR ITEM(in figures) ($ ) Traffic Stripe(Detail 39A)for the price paid per linear foot 61 x 180 LF = $ ($ ) Traffic Stripe(Detail 40)for the price paid per linear foot 62 x 290 LF = $ ($ ) Traffic Stripe(Detail 41A)for the price paid per linear foot 63 x 150 LF = $ ($ ) Thermoplastic Crosswalk and Pavement Marking for the price paid per square foot (w 64 x 3,300 SF !'✓= $ ($ ) O/ Modify Signal and Lighting(Airport Park Boulevard/ Talmage Road)for the lump sum price of `\�+ LUMP SUM PRICE 65 x �'^�v1LS = ($ ) V $ Signal and Lighting(Airport Park Boulevard/Commerce OBoulevard)for the lump sum price of LUMP SUM PRICE 66 4cbQ x 1 LS = ($ ?/'; $ Modify Signal and Lighting(Hastings Avenue/Sok4rAte Street)for the lump sum price of AS LUMP SUM PRICE 67 �O x 1 LS = Remove Lighting Standard for the . paid per each 68 \"\P X 3 EA = Lighting Standard for t ce paid per each 69 0/ X 8 EA = $ ($ Relocate Pri Junction Pedestal for the lump sum price of LUMP SUM PRICE 70 X 1 LS = $ ($ ) TOTAL BASE BID AMOUNT IN FIGURES4 Total Base Bid amount in words: $ Dollars We, the undersigned, acknowledge that the City Council has reserved the right to reject any or all bids and to determine which proposal is, in its opinion, the lowest responsible bid of a responsible bidder and that which it deems in the best interest of the City to accept. We, the undersigned, further agree, if this proposal shall be accepted, to sign the agreement and to furnish the required bonds with satisfactory surety, or sureties, within TRANSPORTATION IMPROVEMENTS FOR 100 Spec. No. 17-09 REDWOOD BUSINESS PARK fifteen (15) calendar days after written notice that the contract is ready for signature; and, if the undersigned shall fail to contract, as aforesaid, it shall be understood that he or she has abandoned the contract and that, therefore, this proposal shall be null and void and the proposal guaranty accompanying this proposal, or the amount of said guaranty, shall be forfeited to and become the property of the City. Otherwise, the proposal guaranty accompanying this proposal shall be returned to the undersigned. Witness our hands this day of , 20 Licensed in accordance with an act providing for the registration of California Contractors License No. , expiration date THE CONTRACTORS LICENSE NUMBER AND EXPIRATION DATE STATED HEREIN ARE MADE UNDER PENALTY OF PERJURY. Department of Industrial Relations Public Works Contractor Registration Number: Signature of bidder or bidders, with business name, address, phone number and fax number: G..)k? /1—Q QJ Notice: In the case of a corporation, give below the address, of the principal office thereof and names and addresses of the President, Secretary, Treasurer. r(S<O 4e- TRANSPORTATION IMPROVEMENTS FOR 101 Spec. No. 17-09 REDWOOD BUSINESS PARK IRAN CONTRACTING ACT CERTIFICATION (Public Contract Code Section 2200 et seq.) As required by California Public Contract Code Section 2204, the Contractor certifies subject to penalty for perjury that the Contractor is not: (i) identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203; or (ii) a financial institution that extends, for 45 days or more, credit in the amount of$20,000,000 or more to any other person or entity identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran. Signed 0w�? Titled Firm J� Date Note: In accordance with Public Contract Code Section 220 15e certification of this form shall be reported to the California Attorney General and may result in civil pI s equal to the greater of $250,000 or twice the Contract amount, termination of the Contract and/or ine 10, ty to bid on contracts for three years. - ' 4e- TRANSPORTATION IMPROVEMENTS FOR 102 Spec. No. 17-09 REDWOOD BUSINESS PARK FAIR EMPLOYMENT PRACTICES CERTIFICATION TO: The undersigned, in submitting a bid for performing the following work by Contract, hereby certifies that he or she has or will meet the standards of affirmative compliance with the Fair Employment Practices requirements of the Special Provisions contained herein. TRANSPORTATION IMPROVEMENTS FOR REDWOOD BUSINESS PARK (Signature of Bidder) Business Mailing Address: e).Q -) QJ Business Location: >O <O (The bidder shall execute th . r etification of this page prior to submitting his or her proposal.) _ 4e TRANSPORTATION IMPROVEMENTS FOR 103 Spec. No. 17-09 REDWOOD BUSINESS PARK WORKER'S COMPENSATION CERTIFICATE 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 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. Witness my hand this day of , 200 Signature of Bidder, with Business Address: �w awl,✓ QO CLQ ,R>O Off-. —k 4e- TRANSPORTATION IMPROVEMENTS FOR 104 Spec. No. 17-09 REDWOOD BUSINESS PARK CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT The bidder represents that he or she has/has not, participated in a previous contract or subcontract subject to either the equal opportunity clause herein or the clause contained in Section 301 of Executive Order 10925; that he or she has/has not, filed all required compliance reports; and that representations indicating submission of required compliance prior to subcontract awards. Signature and address of Bidder: Date .• (This certification shall be executed by the bidder in accordance with S-.0. 60-1.6 of the Regulations of the President's Committee on Equal Employment Opportunity for impiety ting Executive Orders 10925 and 11114.) 4e- TRANSPORTATION IMPROVEMENTS FOR 105 Spec. No. 17-09 REDWOOD BUSINESS PARK LIST OF PROPOSED SUBCONTRACTORS In compliance with the provisions of Sections 4100-4108 of the California Public Contract Code and any amendments thereof, each bidder shall set forth (a) the name and location of the place of business of each subcontractor who will perform work or labor or render service in or about the construction site or a subcontractor licensed by the State of California who, under subcontract to the prime 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 1 percent of the total bid and (b) the California Contractor License Number for each subcontractor, and (c) the portion of the work to be done by each subcontractor.(See General Conditions Section 1-09.) Include with the name of each sub-contractor their Department of Industrial Relations Public Works Contractor Registration Number. O� k? �Q QJ ONO Off-. 4e- TRANSPORTATION IMPROVEMENTS FOR 106 Spec. No. 17-09 REDWOOD BUSINESS PARK STATEMENT OF EXPERIENCE OF BIDDER The bidder is required to state below what work of similar magnitude or character he or she has done and to give references that will enable the City Council to judge of his or her experience, skill and business standing and his or her ability to conduct work as completely and rapidly as required under the terms of the contract. O� k? el-4V QJ O2O Off-. O -k , 4e TRANSPORTATION IMPROVEMENTS FOR 107 Spec. No. 17-09 REDWOOD BUSINESS PARK SIGNATURE(S) OF BIDDER Accompanying this proposal is (insert the words "cash ($)", "cashier's check" or"bidder's bond", as the case may be) in an amount equal to at least 10 percent of the bid. The names of all persons interested in the foregoing proposal as principals are as follows: IMPORTANT NOTICE: If bidder or other interested person is a corporation, provide the legal name of corporation and also the names of the president, secretary, treasurer and manager thereof. If a co-partnership, provide the true name of firm and also the names of all individual co-partners composing the firm. If bidder or other interested person is an individual, provide the first and last names in full. G..)k? Licensed in accordance with an act providing for the registration of Contraca<i0 License No. , License Expiration. . V(Z Signature(s)of Bidder: � QQ 0� NOTE: If bidder is a corporation, the I gAl name of the corporation shall be set forth above together with the signature of the officer or os authorized to sign contracts on behalf of the corporation; if bidder is a co-partnership, theame of the firm shall be set forth above together with the e5n signature of the partner or partner authorized to sign contracts in behalf of the co-partnership; and if bidder is an individual, his o4tier signature shall be placed above. If a member of a partnership, a Power of Attorney must befile with the Department prior to opening bids or submitted with the bid; otherwise, the bid will begarded as irregular and unauthorized. Business address: 0 I>, 4e- Place of residence: Dated: TRANSPORTATION IMPROVEMENTS FOR 108 Spec. No. 17-09 REDWOOD BUSINESS PARK CITY OF UKIAH Mendocino County, California BIDDER'S BOND KNOW ALL MEN BY THESE PRESENTS, That we, , as PRINCIPAL and , as SURETY, are held and firmly bound unto the City of Ukiah in the penal sum of 10 PERCENT OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Ukiah, as the case may be, for the work described below, for the payment of which sum in lawful moneyof United States, well and truly to be made, to the City Clerk to which said bid was submitted, we bind o es, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. II ase shall the liability of the surety hereunder exceed the sum of$ ^� THE CONDITION OF THIS OBLIGATION UCH, That whereas the Principal has submitted the above mentionec dd to the City of Ukiah, as aforesaid, for certain construction specifically described as follows, for whic iFs are to be opened at the Office of the City Clerk, Ukiah Civic Center, Ukiah, California, on <<DATE TE BID OPENING>> for TRANSPORTATION IMPROVEMENTS FOR REDWOOD BUSINESS PARK. �O NOW, THEREFORE, If the aforesaid Principal is red the contract and, within the time and manner required under the specifications, after the prescre rms are presented to him or her for signatures, enters ' into a written contract, in the prescribed form,,in ccordance with the bid and files two bonds with the City of Ukiah, one to guarantee faithful performanc d the other to guarantee payment for labor and materials, as required by law, then this obligation shal�ull and void; otherwise, it shall be and remain in full force and virtue. ,, , IN WITNESS WHEREOF, wee hereunto set our hands and seals on this day of , A.D. 20 0"-- ��`v (Seal) 12v (Seal) Q (Seal) Principal (Seal) (Seal) (Seal) Surety Address: TRANSPORTATION IMPROVEMENTS FOR 109 Spec. No. 17-09 REDWOOD BUSINESS PARK NON-COLLUSION AFFIDAVIT Note: Bidder shall execute the affidavit on this page prior to submitting his or her bid. To City Council, City of Ukiah: The undersigned in submitting a bid for performing TRANSPORTATION IMPROVEMENTS FOR REDWOOD BUSINESS PARK by contract, being duly sworn, deposes and says: that he or she has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract. 0..)k? /Q QJ Signature(s)of Bidder Q` <2;�Q Business Address: r(S<<C?- Place of Residence: 4e- NOTARIZATION Subscribed and sworn to before me this day of , 20 Notary Public in and for the County of , State of California. My Commission Expires , 20 TRANSPORTATION IMPROVEMENTS FOR 110 Spec. No. 17-09 REDWOOD BUSINESS PARK CITY OF UKIAH Mendocino County, California AGREEMENT FOR TRANSPORTATION IMPROVEMENTS FOR REDWOOD BUSINESS PARK Specification No. 17-09 THIS AGREEMENT, made this day of , 20 , by and between the City of Ukiah, Mendocino County, California, hereinafter called the City and �? hereinafter called the Contractor, 'le'‹P.- `CLQ WITNESSETH: \\-- WHEREAS, `WHEREAS, the City has caused to be prepared in accor•.I,e with law, specifications, drawings and other contract documents for the work herein described and s .P and has approved and adopted these contract documents, specifications and drawings and has caugt1 to be published in the manner and for the time required by law a notice to bidders inviting sealed p of. als for doing the work in accordance with the terms of this contract and <<111WHEREAS, the Contractor, in response to �otice to bidders, has submitted to the City a sealed proposal accompanied by a proposal guaranty i amount of not less than 10 percent of the bid price for the construction of the proposed work in acr nce with the terms of this contract and WHEREAS, the City, in the ma 'prescribed by law, has publicly opened, examined and canvassed the proposals submitted and as a has determined and declared the Contractor to be the lowest and best regular responsible bidder fo work and for the sums named in the proposal, N NOW, THEREFORE, TO/AGREEMENT WITNESSETH: Article 1. Work to one and Contract Days Allowed. That the Contractor shall provide all necessary machinery, tools, apparatus and other means of construction; shall furnish all materials, superintendence, overhead, expenses, all labor and expenses of whatever nature necessary for completion of the work in conformity with the Special Provisions and other contract documents hereto attached and according to such instructions as may be given by the Engineer. The Contractor shall complete the work within NINETY (90)working days. Contract days shall be counted starting with the 10th day following receipt of notice that the contract has been executed by the City. Contractor, at his or her option, may begin work prior to start of counting contract days, however, in no event shall the Contractor start work without giving notification to the Engineer at least 72 hours prior to the start of work, without obtaining an encroachment permit from the City, or without having submitted certificates of insurance that have been accepted and approved by the Engineer TRANSPORTATION IMPROVEMENTS FOR 111 Spec. No. 17-09 REDWOOD BUSINESS PARK Article II. Contract Prices. That the City shall pay the Contractor the prices stated in the proposal submitted by the Contractor, for complete performance of the contract by the Contractor. The Contractor hereby agrees to accept the prices as full compensation for all material and appliances necessary to the work, for all labor and use of tools and other implements necessary to execute the work contemplated in this contract; for all loss or damage arising out of the nature of the work or from the action of the elements, or from any unforeseen obstructions or difficulties which may be encountered in the prosecution of the work; for all risks of every description connected therewith; for all expenses of the work, as herein specified; for all liability and other insurance, for all overhead and other expenses incident to the work; all according to the Contract Drawings, the Special Provisions, the Details, the instructions and the requirements of the City. Article III. Labor Discrimination. Attention is directed to Section 1735 of the Labor Code, which reads as follows: "No discrimination shall be made in the employment of persons La.:, ublic works because of the race, color, national origin or ancestry, or religion of such perso4 d every contractor for public works violating this section is subject to all the penalties impose. p : violation of this chapter." In connection with the performance of work under this contract, the uxitractor agrees as follows: (a) The Contractor will not willfully discriminate again�y employee or an applicant for employment because of race, color, religion, ancestry, or •:1 al origin. The Contractor will take affirmative action to ensure that applicants are employe"d that employees are treated during employment without regard to their race, color, religionqAcestry, or national origin. Such action shall include, but not be limited to, the following: e .n ment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or to C•►:tion; rates of pay or other forms of compensation; and selection for training, including • -nticeship. The Contractor agrees to post in conspicuous places, available to employeeapplicants for employment, notices to be provided by the awarding authority setting fo• •. e provisions of this Fair Employment Practice section. i (b) The Contractor will se.. o each labor union or representative of workers with which he or she has a collective ing agreement or other contract or understanding, a notice, to be provided by the a A l ing authority, advising the said labor union or worker's representative of the Contractor's co ments under this section, to employees and applicants for employment. (c) The Con * r will permit access to his or her records of employment, employment adverti�ts, application forms and other pertinent data and records by the Fair Employment Practi s Commission, City of Ukiah or any other appropriate agency of the State of California designated by the awarding authority, for the purposes of investigation to ascertain compliance with the Fair Employment Practices section of this contract. (d) A finding of willful violation of the Fair Employment Practices section of this Contract or of the Fair Employment Practices Act shall be regarded by the awarding authority as a basis for determining the Contractor to be not a "responsible bidder" as to future contracts for which such Contractor may submit bids, for revoking the Contractor's pre-qualification rating, if any and for refusing to establish, reestablish or renew a pre-qualification rating for the Contractor. The City of Ukiah shall deem a finding of willful receipt of written notice from the Fair Employment Practices Act to have occurred upon that it has investigated and determined that the Contractor TRANSPORTATION IMPROVEMENTS FOR 112 Spec. No. 17-09 REDWOOD BUSINESS PARK has violated the Fair Employment Practices Act and has issued an order under Labor Code Section 1426 or obtained an injunction under Labor Code Section 1429. Upon receipt of such written notice from the Fair Employment Practices Commission, the City shall notify the Contractor that unless he or she demonstrates to the satisfaction of the awarding authority within a stated period that the violation has been corrected, his or her pre-qualification rating will be revoked at the expiration of such period. (e) The Contractor agrees that should the City determine that the Contractor has not complied with the Fair Employment Practices section of this Contract, then pursuant to Labor Code Section 1735 and 1775 the Contractor shall, as a penalty to the City, forfeit for each calendar day or portion thereof, for each person who was denied employment as a result of such non- compliance, the penalties provided in the Labor Code for violation of prevailing wage rates. Such monies may be recovered from the Contractor. The City may deduct any such damages from any monies due the Contractor. (f) Nothing contained in this Fair Employment Practices section sh �construed in any manner of fashion so as to prevent the City or the State of California fropzsuing any other remedies that may be available at law. �� (g) Prior to awarding the Contract, the Contractor shall certi�to the awarding authority that he or she has or will meet the following standards for affirm tt v�P compliance, which shall be evaluated in each case by the awarding authority: (1) The Contractor shall provide evidence, aOquired by the City that he or she has notified all supervisors, foremen and other person officers in writing of the content of the anti- discrimination clause and their responses under it. (2) The Contractor shall provide,�vl�tence, as required by the City, that he or she has notified all sources of employees' refer �� N(including unions, employment agencies, advertisements, Department of Employment) e content of the anti-discrimination clause. i (3) The Contractor sfile a basic compliance report, as required by the City. Willfully false g,k statements made in reports shall be punishable as provided by law. The compliance report shall also spell o sources of the work force and who has the responsibility for determining whom to hire, o ther or not to hire. N (4) Pers. - , or through his or her representatives, the Contractor shall, through negotiations with th=A• •ns with whom he or she has agreements, attempt to develop an agreement which will: Q a. Spell out responsibilities for nondiscrimination in hiring, referral, upgrading and training. b. Otherwise implement an affirmative anti-discrimination program in terms of the unions' specific areas of skill and geography to the end that qualified minority workers will be available and given and equal opportunity for employment. (5) The Contractor shall notify the City of opposition to the anti-discrimination clause by individuals, firms or organizations during the period of its pre-qualification. (h) The Contractor will include the provisions of the foregoing paragraphs 1 through 5 in every first tier subcontract so that such provisions will be binding upon each such subcontractor. TRANSPORTATION IMPROVEMENTS FOR 113 Spec. No. 17-09 REDWOOD BUSINESS PARK (i) The "Fair Employment Practices Certification" must be completed and signed prior to the time of submitting the bid. Article IV. Parts of the Contract. That the complete contract consists of the following documents, all of which shall be considered a part of this agreement. 1. Notice to Bidders 2. Wage Rates 3. General Conditions 4. Technical Specifications 5. Proposal 6. Fair Employment Practices Certification 7. Agreement nw si 8. Contract Bonds eN✓ 9. Contract Drawings and Construction Details 10. Standard Drawings /13 11. Indemnification Agreement Q� IN WITNESS WHEREOF, this contract being executed in duplica nd the parties having caused their names to be signed by authority of their duly authorized office this'\ day of , 20 CITY OF UKIAH, MENDOCINO COUNTY, CALIFO$ A By: CITY MANAGER, CITY OF aA Attest: -" CITY CLERK, CITY •?•KIAH By: \ ' CONTRA Attest: 4e- Title: The foregoing contract is approved as to form and legality this day of , 20 CITY ATTORNEY, CITY OF UKIAH TRANSPORTATION IMPROVEMENTS FOR 114 Spec. No. 17-09 REDWOOD BUSINESS PARK INDEMNIFICATION AGREEMENT This Indemnification Agreement is made and entered in Ukiah, California, on , 20 , by and between the City of Ukiah (Ukiah)and (Contractor). Contractor is for Ukiah. As a condition of issuing the work order, attached hereto, Ukiah requires assuranOat Contractor will protect Ukiah from damage or damage claims which arise from its performance of the&c. �Q V Accordingly, Contractor agrees as follows: e�^^ J � 1. Indemnification. Contractor shall indemnify and hold Otnless Ukiah and its officers, agents, and employees from and against any claim, loss, or damag6uding the legal and other costs of defending against any claim of damage or loss which arises out Ole Contractor's negligent or wrongful performance under the work order attached hereto, except ffoaims, losses, or damages resulting from the sole and exclusive negligence or other wrongful conduNkkiah or its officers, agents and employees. CONTRACTOR i-k ' " BY: \`v TITLE: 4e TRANSPORTATION IMPROVEMENTS FOR 115 Spec. No. 17-09 REDWOOD BUSINESS PARK CITY OF UKIAH Mendocino County, California FAITHFUL PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That we the undersigned, AS PRINCIPAL, and AS SURETY, are held firmly bound unto THE CITY OF UKIAH, hereinafter called the "City", in 1enal sum of dollar✓ ) for the payment of which sum we bind ourselves, our heirs, executors, _.10 aa nistrators, and successors, jointly and severally. Q WHEREAS, the Principal has entered into a certain Contract witl1�City, dated , 20 , a copy of which is hereto attached and made a part hereof, Q` NOW, THEREFORE, the condition of this obligation is s h that if the Principal shall in all respects fully perform the Contract and all duly authorized modificatid;t) hereof, during its original term and any extensions thereof that may be granted and during any gu.. : - period for which the Contract provides, and if the Principal shall fully satisfy all claims, arising out •t e prosecution of the work under the Contract and shall fully indemnify the City for all expenses whic it ' ay incur by reason of such claims, including its attorneys fees and court costs, and if the Principal W! make full payment to all persons supplying labor, services, materials, or equipment in the prosecuti•a • the work under the Contract, in default of which such persons shall have a direct right of action here pqn, and if the Principal shall pay or cause to be paid all sales and use taxes payable as a result of the perf ance of the Contract as well as payment of gasoline and special motor fuels taxes in the performance Contract and all motor vehicle fees required for commercial motor vehicles used in connection wi e performance of the Contract, then this obligation shall be void; otherwise, it shall remain in full force an ect. No modification of the Contract or extension of the term thereof, nor any forbearance on the part of ity shall in any way release the Principal or the Surety from liability hereunder. Notice to the Surety of Ouch modification, extension, or forbearance is hereby waived. IN WITNESS WHEtF, the aforesaid Principal and Surety have executed this instrument and affixed their seals hereto, this day of ,20 . In the presence of: WITNESS: (SEAL) (Individual Principal) (Business Address) (City/State/Zip Code) TRANSPORTATION IMPROVEMENTS FOR 116 Spec. No. 17-09 REDWOOD BUSINESS PARK WITNESS: (SEAL) (Corporate Principal) (Business Address) (City/State/Zip Code) ATTEST: ? ol (Corporate Principal ✓, Affix Q� Corporate N)/1—.S � Seal (BusinessAA ress) \N"-- V (Ct'ate/Zip Code) ATTEST: �eA Affix (Corporate Surety) Corporate AN Seal (Business Address) (City/State/Zip Code) % The rate of premium on,Z and is $ per thousand. 4e- The total amount of premium charges is $ (The above is to be filled in by Surety Company). (Power of Attorney of person signing for Surety Company must be attached). (CERTIFICATE AS TO CORPORATE PRINCIPAL) I, certify that I am the Secretary of the corporation named as Principal in the foregoing bond; that , who signed the said bond on behalf of the Principal, was then of said corporation; that I know his signature, and that his signature thereto is genuine; and that said bond was duly signed, sealed, and attested to for and in behalf of said corporation by authority of its governing body. Affix Corporate Seal TRANSPORTATION IMPROVEMENTS FOR 117 Spec. No. 17-09 REDWOOD BUSINESS PARK CITY OF UKIAH Mendocino County, California MATERIAL AND LABOR BOND KNOW ALL MEN BY THESE PRESENTS, That we the undersigned, , AS PRINCIPAL, and , AS SURETY, are held firmly bound unto THE CITY OF UKIAH, hereinafter called the "City" ,p �enal sum of ♦ •0:Ilars ($ ) for the payment of which sum we bind ourselves, our heirs, executor .1 inistrators, and successors, jointly and severally. • 0 WHEREAS, the Principal has entered into a certain Contract wif'he City, dated , 20 , a copy of which is hereto attached and made a part hereof, NOW, THEREFORE, the condition of this obligation i ,`ch that if the Principal shall in all respects fully perform the Contract and all duly authorized modifi s thereof, during its original term and any extensions thereof that may be granted and during any my period for which the Contract provides, and if the Principal shall fully satisfy all claims, arising 9it'(9f the prosecution of the work under the Contract and shall fully indemnify the City for all expenses wh. It may incur by reason of such claims, including its attorneys fees and court costs, and if the Princip�II make full payment to all persons supplying labor, services, materials, or equipment in the prosec ti9n of the work under the Contract, in default of which such persons shall have a direct right of action he on; and if the Principal shall pay or cause to be paid all sales and use taxes payable as a result of the p ance of the Contract as well as payment of gasoline and special motor fuels taxes in the performan�he Contract and all motor vehicle fees required for commercial motor vehicles used in connection the performance of the Contract, then this obligation shall be void; otherwise, it shall remain in full force effect. No modification of the Contract or extension of the term thereof, nor any forbearance on the pa o4he City shall in any way release the Principal or the Surety from liability hereunder. Notice to the Surety c P such modification, extension, or forbearance is hereby waived. IN WITNESS WHEREOF, the aforesaid Principal and Surety have executed this instrument and affixed their seals hereto, this day of ,20 . In the presence of: WITNESS: (SEAL) (Individual Principal) (Business Address) (City/State/Zip Code) TRANSPORTATION IMPROVEMENTS FOR 118 Spec. No. 17-09 REDWOOD BUSINESS PARK WITNESS: (SEAL) (Corporate Principal) (Business Address) (City/State/Zip Code) ATTEST: ? ol (Corporate Principal ✓, Affix � Corporate N)/1-.S / Seal (BusinessAA ress) \N"-- V (Ct'ate/Zip Code) ATTEST: �eA Affix (Corporate Surety) Corporate AN Seal (Business Address) (City/State/Zip Code) The rate of premium on t*d is $ per thousand. The total amount of •!-',•. um charges is $ • (The above is to be filled in by Surety Company). (Power of Attorney of person signing for Surety Company must be attached). (CERTIFICATE AS TO CORPORATE PRINCIPAL) I, certify that I am the Secretary of the corporation named as Principal in the foregoing bond; that , who signed the said bond on behalf of the Principal, was then of said corporation; that I know his signature, and that his signature thereto is genuine; and that said bond was duly signed, sealed, and attested to for and in behalf of said corporation by authority of its governing body. Affix Corporate Seal TRANSPORTATION IMPROVEMENTS FOR 119 Spec. No. 17-09 REDWOOD BUSINESS PARK DIRECTIONS FOR PREPARATION OF PERFORMANCE AND MATERIAL AND LABOR BOND 1. Individual sureties, partnerships, or corporations not in the surety business will not be acceptable. 2. The name of the Principal shall be shown exactly as it appears in the Contract. 3. The penal sum shall not be less than required by the Specifications. 4. If the Principals are partners or joint venturers, each member shall execute the bond as an individual and state his place of residence. 5. If the Principal is a corporation, the bond shall be executed under its corporate seal. If the corporation has no corporate seal, it shall so state and affix a scroll or adhesive seal following the corporate name. 6. The official character and authority of the person(s) executing the for the Principal, if a corporation, shall be certified by the Secretary or Assistant Secretary .ii'of under the corporate seal, or copies attached to such records of the corporation as will -r.9 ce the official character and authority of the officer signing, duly certified by the Secretar.io • Assistant Secretary, under the corporate seal, to be true copies. Q 7. The current power-of-attorney of the person signing forkkgsurety company must be attached to the bond. 8. The date of the bond must not be prior to the dateOhe Contract. 9. The following information must be placed l!or�Re bond by the surety company: ` a. The rate of premium in dollars pe thousand; and b. The total dollar amount of pr etPn charged. i 10. The signature of a witness II appear in the appropriate place attending to the signature of each party of the bond. 11. Type or print the na �derneath each signature appearing on the bond. 12. An executed c@�y,,.of the bond must be attached to each copy of the Contract (original counterpart) intended for_* g. TRANSPORTATION IMPROVEMENTS FOR 120 Spec. No. 17-09 REDWOOD BUSINESS PARK CITY OF UKIAH Mendocino County, California DEFECTIVE MATERIAL AND WORKMANSHIP (MAINTENANCE) BOND KNOW ALL MEN BY THESE PRESENTS, That we, , as PRINCIPAL and , as SURETY, are held and firmly bound unto the City of Ukiah as Obligee, in the penal sum of e 0 (se.,.<.? ), (5 PERCENT OF THE FINAL CONTRACT AMOUNT) JQ"' Q to which payment well and truly to be made, we do bind ourse s, our and each of our heirs, executors, administrators successors and assigns jointly and severally, fir these presents. WHEREAS, the said Principal entered into a Contract with `y Of Ukiah dated ,R> for WHEREAS, said Contract has been compled,'and was approved on the day of , 0 ` NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall guarantee that the work will be free of any def i%'e materials or workmanship which become apparent during the period of one (1) year following comp!) t ` of the Contract, then this obligation shall be void, otherwise to remain in full force and effect, provided, ver, any additional warranty or guarantee whether expressed or implied is extended by the Principal ofacturer only, and the surety assumes no liability for such a guarantee. `r`pai u Signed, sealed, and d�� is day of , 20 Q (Seal) BY: (Seal) (Seal) Principal (Seal) BY: (Seal) (Seal) Surety TRANSPORTATION IMPROVEMENTS FOR 121 Spec. No. 17-09 REDWOOD BUSINESS PARK O, �Q QJ � OHOO O<< ff-. \O -k , # Q9' CITY OF UKIAH Attachment#2 TRANSPORTATION IMPROVEMENTS o FOR .E1s$ [1 REDWOOD BUSINESS PARK =r6,t i SPECIFICATION NO. 17-09 1 APRIL 2017 CD PROJECT��� LOATION ::1:::::!:71:111 igr ro EUREKA / NSON / .�O R RONrncE0\ S, ® wm _rte If9< , RINO AP .UKIAH O\\ coNN 945 : 1 K PERUKE __.\ \ �`j s�..RE n PROJECT )44 ,\O VICINITY ®PORT./—.,. O I E •BORLAND „ ' RAKE . a' O� PROJECT I LOCATION w - } o ERD E wY or \ W MIDDLET. 1 I'a �Q� o Co TOSANTA ROSA Y°'a—i w~ LL Z m N § VICINITY MAP LOCATION MAP O O O J 1 NTS NTS U R6 a 3 N Cr Z : i ¢O bqq APPROVED BY DATE_ owvx cs cx«o-.ux �6 TIM ERIKSEN,PE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER G-001 CIT'OF UKIAH CA zSHEET r OF m ggKEY MAP DRAWING DESIGNATION INDEXv rV NURSER '. LEUER DISCIPLINE 2 G002 SHEET INDEX AND KEY MikP 3 G-003 NOTES LEGEND AND 'SHEETwG NE =EE. 2H '; l m 't/ zf/m�.rulVi46 V I. i d % ^ '611;;IONS °a"'"` uVN � fa G-004 SURVEY CONTROL DIAGRAM oo�Tox 5 G-005 TYPICAL SECTIONS �J�OI8l I6 G-006 TYPICAL SETIONSA �A� P =e.xoA.onRP.e � q'7 G-007 POTNOLCt DEMOLITION 8 0.101 DEMOLITION PLAN STA 380+00 STA 391+00 9 0.102 DEMOLITION PLAN STA 391+00 STA 402+00 NUMBER SHEET TYPE 10 0.103 DEMOLITION PLAN STA 402+00 STA 407+50 , 11 0.104 DEMOLITION PLAN STA 407+50 STA 412+00 oa�a� y fI q rr rens y� f Jl�r�12 D-1. DEMOLITION PLAN STA 412+00 STA 420+00 r�t1 I01 ' * ' rfNJPmr r°'''Ir dy,�I14 13 0.106 DEMOLITION PLAN STA 420+00 STA 422+00 cALsoA,L, 'rt 6f40 n H'V €eais'� d'f', y�oroll �0. r 44'15 C 101 MPROVEMENT PLAN AND PROFILE STA 380.STA 3.+50 �Illlll,( / 16 C 102 MPROVEMENT PLAN AND PROFILE STA 38..STA 391+00 iCIVIL �A I l iF io ', � ���J r �m�3,: 4!; SECTION IDENTIFICATION: r Pf ��. �/ �� 0 /(// pe4 I�qfg( g 'alp', z, CC 107. MPROVEMENTPLANANDPROFMPROVEMENT PLAN AND E STAA,z.STA 407+.STASTA 415+ �f /11 T1 Y ° Y�yy ' 21^.1 STA SECTONDENT FER )/ !� -I i 0/ 4 cvAr gli/ fI f 'I iiigti! zz x,65 MPROOEME�PaNANOPROF STAa� 23 C. MPROVEMENTPLAN AND PROF STA.. 2a C110 MPROVEMENTPLANANDPROF r �i �r G m= z5 c301 CROSS SECTIONS STA 363w6 l/ � fj �% aeas I I6 '// P. �u ® zs c36z CROSS SECTIONS �o.w lair r n c303 CROSS SECTIONS STA 386+00 ��To ppm ... Q / j ' 28 C 304 CROSS SECTIONS STA 389+00 STA 391+50 ��O 11t e rf r %.I jl l29 C 305 CROSS SECTIONS STA 392+00 STA 394+50 r` 30 C 3. CROSS SECTIONS STA 3.+00 STA 397+50 31 C 307 CROSS SECTIONS STA 397+70 STA 40,00 32 C 308 CROSS SECTIONS STA 4.450 STA 403+00 DETAIL IDENTIFICATION: \ f 1 //�/Li'll/� r rri 1!�114 g 33 C 3. CROSS SECTIONS STA 403+50 STA 4.+00 oETnL oExnriEa �� ��r NJir a1/� )f ,,,%/t-eN �� JJ,f 3a c310 CROSS SE ++ i)liy.1,(11 „ 36 C 312 CROSS SECTIONS STA 412+50 STA 415+00 35 c311 CROSS SECTIONS STA 40.50 STA 412+00 p1 3T c3,3 moss SECTIONS APPEARS O 0�F Ir ( i//� ,� 'I' 1,IJ 38 c316 IIP �'/,'� 22 2/�f 4 YI%r 39 c315 CROSS z«°A DWG ON RIR rpi�"dAf 'i;pb r i 1 %%/� %1 / li .°° lr / rr %�1 �.I11fA 3 41 C-401 CURB RAMP AND DRIVEWAY§ 42 C 501 CONSTRUCTION DETAILS 1 ENLARGEDPLANS l iii / //� !//fir% �,�'l° 43 C-502 CONSTRUCTION c CONSTRUILS 2 CTION 3 / /i i ( ,, W/Illi rA U 9 / r�!�j P- SIGNING AND STRIPING CITY STANDARD KATION: i ! l7r r f/ / rlm�/ m, IJ�45 P 101 SIGNING AND STRIPING PLAN STA 380+00 STA 391+00 F r N qq;Xi, �/ ✓�t� 1111rJ irr /i�' (1f rs i,i'T�rd, %off ,f�,r�l �/ „�. �� J� I �P. P. SIGNING AND STRIPING PLAN STA 407+50 STA 105 SSIGNING AND STRIPING PLANGrvNGANDSTR�PNGPaN A412w6 STA 420+00G�/\ Ro Adll / YI / ��� 1����i 11) 1 �' W a g �(xw „oEra� Mu' � JJJ�%1 6 III/II Ye �� / �AAj� > 51 P i TRAFFIC ,D 6GrvNGANDSTRPNG�N STA 600+00 ST 52 T 101 TRAFFIC SIGNAL PLAN COMMERCE DR Q'gtp=s H° o /11.2, ,r� . ,i , G o 53 T 102 TRAFFIC SIGNAL SCHEDULE COMMERCE DR 54 T 103 TRAFFIC SIGNAL PLAN TALMAGE RD 1t `iV r t " ° `I J0 `� f ) ��fffr wZm 55 T. TRAFFIC SIGNAL SCHEDULE TALMAGE RD J J '' � 56 T. TRAFFIC SIGNAL PLAN HASTINGS AVE sz T,os T�,FFOSIGNAL GUHEDD�HASTINGS AVE WII 1: 4;: lj /,,I ' '! ,,% l',._ .' kir'tlk ffl,ffl N w 2O N i SCALE LL �C 0 300' 600' 900' avwxo~ ooooi gg g¢ G-002 a ;r SHEET OF 57 GENERAL NOTES: ELECTRICAL NOTES(CONTINUED): ABBREVIATIONS: LEGEND: ''="NL`;°E=ct=FgZ,T'u=,=====',.%°,:g=r• ,...Ncr,ON PEDESTAL WILL BE FURNISHED BY LI,OF til<1.1 ELECTRIC DEPARTMENT AND APN ASSESSOR'S PARCEL NUMBER EXISTING NEW S g .------Ju—ON PEDESTAL AND STREET LIGNi LOCATIONS SNOW ON DOCUMENTS.THE CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING ALL STANDARDS PERTAINING TO THIS PROJECT THE DRAWINGS ARE A„ROMMATE FINAL LOCATIONS WILL BE DETERMINED BY THE CITY AFTER BC BEGIN CURVE ROUND DRAIN INLET 0'' ALL UNDERGROUND UTILITIES HAVE BEEN LOCATED BY CONTRACTOR CONTRACTOR SHALL '1G BFP BACK FLOW PREVENTER VERIFY ALL EMSTING UTILITY LINKS DEPTHS DIMENSIONS AND DISTANCES. DRAIN INLET a 2.-crlolEZ.crASZOLS,T,tZROVIDE.PROCURE AND PAY FOR ALL PERMITS REQUIRED TO EXECUTE AND . ' SE INCLUDE.BUT ARE NOT LIMITED TO A Orr,OF UKIAH ENCROACHMENT DDT B01700.1 ROPER CONTRACTORS 17CRE.1,1";:=OrZYNTP=1=TND1-'1‘Ing,=URI.WHICH TIME 2-:LCLOTOFtREDNAZ=I'll=Onal%N=ZARF4.1LEEN'TXFIUNCTI=DSAR=ICES ..'n' BACK OF SIDEWALK :: SANITARY SEWER MANHOLE hp CONTRACTOR IS WORKING THERE. TA'114===r-r=l'OGNDMUEZ=ZOV't1=1=-BrATDAl'UE4NDDIN CONDUIT STORM DRAIN MANHOLE Ain CAN CABLE TELEVISION 8 LACV=E°11F,IFUOZ=UTTR=ICTL=17.1=2==X0r1.'S7A7 THE FIELD BY THE CINTO AVOID EXISTING FACILITIES. CB CATCH BASIN CULVERT PO MINIMUM OF TWO WORKING.DAYS PRIOR ro LOCATE ALL UTILITIES IN ADVANCE,ANY EXCAVATION 3 THE CONTRACTOrt SHpLL POTHOreALLAULNLUNIGER,OGURN.Duilk-=1:=Cmp-Err=D4:THE=ZN DIAL ZrOLL FREE0311 OR I-800-227-20Z0 CHED CHECKED . WATER VALVE . '7,' EA=grArr=,°x"HN c L.,,, ..--ED--Neill MATERIAL MISC UTILIN 4 1=NTOWL=R=INECSA=CUANTO-FM:741".ZZI=TAAYLS=F 4-ITNH4E,D'V'ANNTCREA=CLT=OrAn'O'NFD=R=1117.1=Dr1=1'01R4- " COM CR COMMUN CATION CURB RETURN UTILIN BOX = =IGAATVEARTIXIIrgR=L=CAANTDKEI=L'OC=ZrAN°G=P17r==R FOR BAZ,====TUsRoScVrEE=1=1,1,;=0074-lER=LSHALL PAY DISTANCE,DE PTH .. FIRE HYDRANT . . 1=E7ArlHAZErU'l'Or)?:=P=FOIM,41=1=1M°1ZrEED%=1=r° WORKDAYMORKWEEK. DI DROP INLET ,/,. TRAFFIC SIGNAL POLE 0 OWNER OF THAT UTILITY AND TH E ENGINEER DEPT DEPARTMENT 5 ANY CHANGES TO THE APPROVED CONTRACT DOCUMENTS MUST BE APPROVED BY THE CI,OF POWER POLE 5 CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY COMPANIES 48 HOURS PRIOR M UNIAH ELECTRIC DEPARTMENT RERRESENTATIVE IN WRITING 01M LOZANO 7,37407-282, DRWN DRAWN =,,I=E=TR,OgORK ADJACENT TO EXISTING UTE„LINES UNLESS ENCROACHMENT PERMIT 0 THE CONTRACTOR SHALL SHORE ALL TRENCHES 5 FEET IN DEPTH OR GREATER SHORING SHALL DWG DRAWING jc.D • ELECTROLIER ,B,Eo=CA=DAnCAEFg1=4C,OnTRUCTION SAFEN ORDERS OF THE DIVISION OF CM, , POLE WITH LIGHT .--Z, '-CTO=ARTE=1==r1n1DO=RD=TIAMD=TOR R=ENNTOT/g 1-FRE=NG ,E, ED:I'SV-71G" r----NC/ G„WIRE ^,,,,====g g=-rx,r-REC.N.TRU'r D.T...D.....N-.N 7 Zrnl'hInr5=CTIg,E17CnZ7ILNEGZI-Rt.E1=TROE=r10!.=EEZI=UrrER, EB EELNEDLTRIC 6..." SIDEWALK,LANDSCAPING,AND RESTORING TO ORIGINAL OR BErrER CONDITION. 7=ITF:DC-07=R=1=1UArL'TEN:rg1=DEL'OEZ=IPE=ZUE=Dr°1'Ar 8 MEA=1=FIVOAURG=E1=JEEEDIRJR1=e''''F THE"'F'''R-r° EG ELEC IAL.DE TREE iiM WORKMANL,MANNER MARSH 81' !gig EP E OF PAVEMENT 8 WHENEVER ANY MATERIAL OR EQUIPMENT IS soluARD OR SRECIFIED.,PATENT oR PROPRIETARY a ZE0,,,OLNETDR.,S=ITSsRgg1=L:HFAni=NcG.Ft,7=Errl,ZEF,R,Z=0, E0 ,e) Li IVAL— N ELECTRICAL VAULT ,. CITY MONUMENT 0 .I. I i!Z i i i NAME ORB,THE NAME OF THE MANUFACTURER.SUCH SPECIFICATION SHALL BE CONSIDERED AS ..,.. 2TOT:DDBE)-71=PRZZIE=LETN Pr.ST'IF-t1:=RSAIATLGL=C7FDEERRnE RV, ITNTI-TZLAE=19=8HEEXT=1:1.1°AULREET=LfAZTT°AFtP'eNLG=S) EV SIGN -.- I a 4f.il NSILE STRENGTH APPROVED BY THE CITY FG CA FINISHED GRADE . °NS ORMER ' 1 IP it0 OR EQUIPMENT WHICH SHALL BE EQUIVALENT IN EVERY RESPECT TO THAT SPECIFIED PROVIDED THAT :" TTRAFFILF SIGNAL -1.....- VIRI,.APPROVAL FIRST IS OBTAINED FROM THE DIRECTOR OF PUBLIC WORKS. • 10.THE CONTRACTOR IS RESPONSIBLE FOR CONDITION OF ALL SUBSTRUCTURES,FOR EXAMPLE. FH ‘‘,., FIRE HYDRANT 8 MATERIALS SHALL BE SO STORED TO ENSURE THE PRESERVATION OF THEIR OIZALII,AND FITNESS TRENCH SETTLEMENT,DAMAGE D SUBSTRUCTURES ETC,UNTIL ONE YEAR AFTER THE DATE OF FFL .... FLOW LINE ,,Eli.Arl. CONSTRUCTION IS COMPLETED ,n,c01 FOR THE WORK.THEY SHALL BE SO LOCATED AND DISPOSED THAT PROMPT AND PROPER INSPECTION FINISHED SURFACE ELECTRICAL VAULT , THEREOF MAY BE MADE FOOTIF EET „.ALL CONCRETE SHALL BE SAW CUT AND REMOVED ALONG EXISTING SCORE L INES.UNLESS CATCH BASIN E NOTED OTHERWISE. FRONT OF SIDEWALE '''CUZZ-:rP0-13=ZH1r,T01(r.T=IES=1=IEEAFYRCCOATPLLEETTTIG'711P= V 'R>G GAS X CRANIA,FENCE -X- WORK OF SUCH PORTIONS WHICH MAY NOT HAVE EXPIRED;BUT SUCH TAKING POSSESSION AND USE UTILITY CONSTRUCTION NOTES: =ErTC=EIREUMgOANNDAOTA=UTI=C7=1=X-Errl-rCCOSTG=DTAVTI-TIE GRADE BREAK ESA FENCE ':-.- H PE HIGH DESIT„OLYETHYLENE '-j.rIAM-Rr'B'EO=TSF'r‘l-TDISE=FEZBILInITO'FZVA7XE=PEr'Ar'''R E"TENM°K°F I ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF UKIAH SPECIFICATION.CIN OF UNI011._ STANDARD DRAWINGS.CALIFORNIA PLUMBING CODE WEST EDITION,AND ANDNA STANDAON H A HOT K.ASPHALT ADA RAMP H HINGE POINT -------- '''FtAf=1UOr'N g STRUCTURES „.,r,,,,Em0F;TE,,,,Fe=r-rRou=s1%,F0,00. 0=zzos0,=-;,==,,,,,7:0,,,,0 2 ALL PIPE LENGTH S ARE MEASURED HORIZONTALLY FROM CENTER OF NSIDE DIAMETER $1 2 PROPER,DRAT Dios REQUIREMENT SHALL APPLY CONTINUOUSLy AND Dor DELIMITED,NoRmAL Z METER EOXES AND VAUGS DRAG Ex LOCATED OUT OF TRAFFIC LOADING ARK.:<4,EVER WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE CITY AND POSSIBLE AND SET SO THAT THE READING LIDS ARE ALIGNED OVER THE METE EGIST S AS NCH/INCHES ,,, WATER -ti-W- eN § ITS REPRESENTAZIVES HARMLESS FROM ANY AND ALL LIABILIT;,REAL AND/OR ALLEGED,IN CLOSELY AS POSSIBLE V WERT .:::: SEWER M CONJUNCTION WM.THE PERFORMANCE OF THIS PROJECT. EROSION CONTROL NOTES ,, C) Ft RRIGATION ,„„ff0,1111J„::::tini STORM DRAIN , 12.ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF AS GENERATED AND AT NO TIME SHALL THE RON PIPE g CONTRACTOR PLA.EXCAVATED MATERIAL AT THE WOR%SITE 1 -'i'OR:IVA=PCOM-Frtl'OLN'1=r0N=Z=.1=EIRT°THENIF=T-RCrPPRPG;G= OINTPOLE ,: GAS .CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING FEATURES, 3 '1-Ftu LTURES AND UTILITIES§ DURING CONSTRUCTON.ALL DAMAGES SNAIL BE REPARED/REPLACED 74TM°ANAGEM ENT PRACTICES •..RENPLIAAri-Nn1= UEgTTEHEIOC=17467.1ZNALIIDANCE MANUAL Wille OINT POLE NI ITH UNDERGROUND JOINT TRENCH AT THE CONTRACTORS EXPENSE AND TOT.SATISFACTION OF THE DIRECTOR,PUOLICWORNS OINT TRENCH 0, COMM.!CATION EFT.LENGTH 10 t LA LT eZT AR oticrsILLEES 0 oklAcl NL I NFEE RCsL E ANNKOEUL TAST AANLDL NIAT sE RA VKADL VESTHAT A1E,JOGNH TA 7.1 VESLS TEFMAS. 2 r‘17110=EFROCSIGTArDILE:1=l'LXPEOlYrFeSIR'4'A'D GRAD'Ne"ERAT'NS-r° IP OF GUITER : UNDERGROUND ELECTRIC -E - F, WITHIN 48 HOURS OF PAVING.ANY DAMAGES TO I.CITY OR OTHER UTILITIES CAUSED BY CONTRACTOR OPERATIONS SHALL BE THE CONTRACTORS RESPONSIBIL„ Z.THE CONTRACTION SHALL CONDUCT ALL OP4..&AS TO PREVENT ANY UNNECE.ARY NI MANHOLE Z OVERHEAD UTILITY g 15 CONTRACTOR SHALL VERIFy LOCATIONS LEVELS DISTANCES AND FEATURES THAT MAY AFFECT THE DISTURBANCE OF SOIL OR E„ISTING VEGETA NI N MONUMENT NEW ZZHZ:',`•Z;Z4Z: Sj'EWAG='"D .'1=,.'' 1 ?C tt-rKZZEUI=SrZNAGN=;.°E'gFtFTTNFSR.'=1±=10=71gi-°ARDZFOaSTPEPLEY''' ''S'FrTA:rt'fg:LAEjg'L°AFNC -Sr-HM-r•hLD' UNR-reREADCTAFIE'.k'SjZZfAELNL-r:E'EED'D AND . ON CENTER P.„. GUITER F.1,DIRECTION ... CI) DETAIL THE WORK TO BE DONE.CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CO,INUING WITH ANY RELATED WORN NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR ANY EXTRA E„PENSE 5.THE CITY IS RESPONSIBLE FO NWR C YIN G WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM, NV.RAL PERMIT NO.CASOOD002 WASTE DISCHARGE 0 F 0 OFFSET OVE R HEAD ELECTRIC 585 TOPOGRAPHIC CONTOUR -585- li RESULTING FROM FAILURE,NEGLECT IN DETERMINING THE CONDITIONS U.ER WHICH WORK IS TO BE PERFORMED NOTED DIMENSIONS TAKE PRECEDENCE OVER.ALE REQUIREMENTS FOR DI&., OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCT.N CONST, CTIVITIES INCLUDE BUT ARE NOT LIMITED TO„EARN, P PULL BO„ RIGHT-OF-WAY G R.I.,E„CAVATI•,Ip.‘- 7..'lLING.AND RECONSTRUCTION OF EXISTING F,ILITIES P RF PERFORATED PUBLIC UTLITY EASEM ENT 1 '6-7-'rTin-ErtM'AHLAPLL'L=FIAEVT=IrOF=ITE=OEF'PTUBFL.1=1(7 r'E'AFET' INVOLVING REMOVA*,''..'CEMENT P LY POLYETHYLENE =LI PUBLIC EASEMENT 2 1 17.CONTRAOTOR SHALL NOTI,THE DIRECTOR OF PUBLIC WOFMS AT LEAST Z2 HOURS IN ADVANCE OF TRAFFIC N• S:A F.0, paoJEcT PH1 COMMENCEMENT OF ANY PART OF THE WOR% P E PUOLIC UTILITY EASEMENT POTH OLE 18.CONTRACTOR SHALL MAINTAIN R EASONABLE ACCESS TO ALL DRIVEWAYS.RZie CONSTRUCTION PER '=rArALIIPRU:VT-MVUUM'Or4,71=OTRFtE=ITZTZNEYCROTFErA' P 0 P'''''''''"MDE t 6 c°. 8> SECTION,I ZS AND 7-1 00 OF THE,ANDARD SPECIFICATIONS. CONSTRUCTION ACTIVIN THE TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CALIFORNM MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUT.) R. RADIUS.RIG, RELATIVE COMPACTION .- 1Z.CAUTION SHALL BE EXERCISED WHEN EXCAVATIN G WITHIN THE DRIPL,OF ANY TREE.OWN ON THE AND PREPARED BY A LICENSED CIVIL OR TRAFFIC ENGINEER R ,—MBE PROTECTED.ROOTS LARGER THAN 2 INCHES SHALL NOT BE CUT WrrHOUT PERMISSION 2.„,,,,,I,04,0„0,,,,„0„0„,„To ou,0,0,,,c,,,jp,,000„To„,,,c„„0,1,1.04, STREET Ue'r R 0 6."'1 e 2 1 FRC'THE E'keNEE' TALMAGE RO.OVERPASS,OR OFF/ON RAMPS S SANITARY SEWER 5'11 LIE Ej § 2'=1-LUTBDESD'InTET.CE?=:=A=F7=7.C'Enj2-4°D=REECMI=Y THE 3 TRAFFIC SIGNAL,S,SHALL REMAIN FUN,IONAL DURING CONSTRUCTION,E„CE,WHEN S D STANDARD ENGINEER =7-kreF=1.F1'ACLTZ-====1=1T/ASA•.ITIIXII.IrE S D. GALT..,ANDARD PLAN NUMBER E fkl 9 FIVE,5)WORKING DAYS IN ADVANCE OF THE SHUT-DOWN TRAFFIC SIGNAL SHUT-DOW,SHALL S A STATION 2f CONTRACTOR SHALL PROVIDE RECORD DRAWINGS,THE COMPLET.N OF CONSTRUCTION PER CITY REQUIREMENTS. .APPROVED IN WRITING BY THE CI,.T RAFFIC SIGNAL SHUT-DOWNS AND RELATED WORN SHALL BE PERFORME D Al-NIGHT BETWEEN THE HOURS fD:00 PM AND 5:00 AM CONTRACTOR z TOP OF CURB Z W i 22 COMPACT FILL AREAS ANC,TOP 0.0F OUT PREPS TO 85„OF MAXIMUM DENSITY,.MEASURED BY ASTM Df557 CONTRACTOR SHALL IMPORT OR EXPORT,CE,ABLE MATERIALS AS N.E.ARY SHALL SUBMIT A LOCATION SPECIFIC TRAFFIC CONTROL PLANA.PROVIDE ALL NECESSARY MAINTAIN TRAFFIC DURING TRAFFIC SIG N,WORK. T L -r' TELEPHONE/TELECOMMUNICATION T„ICAL <4 0 W u. 6 0.ALL SIGNAL LOOP WIRING SHALL.REPAIRED OR REPLACED IF SAWCUT OR DAMAGED. 1,1 UNDERGROUND . i' 28.AC=PrrN=RTG=RCZTES.ALLC'W MFt"R'NeTHC''''''F'A'E.PAV'N'"D 5 CONTRACTOR SHALL COMp„WM.ALL AppLICAOLE pERMITS AND REGULATIONS,NCLUD INC V R VARIES PRO0/0, 025.02-1.3.01 b .ALTRANS ENCROACHMENT PEWIT PS APPLICABLE V/ WATER ZZVIN, 1 C„0:MI, Z g 24.THE'C'NTRACT°Ft'HALL HAVE A C''''A'C'''E W WATER METER .t W WATER VALVE G-003 ,.--- %MR TRANSFORMER a —: 1 .--------—.me.-- i=-!, REFER TO.R RENT CALIFORNIA DEPARTMENT OF TRA,PORTATION STANDARD PLANS FOR,DITIONAL ABBREVIATIONS NOT LISTED SHEET 3 OF 57 .g., . 3 - ____ z ggg ggg . 605.00 g an LINE TABLE [111 t I,,_ I E.fr).„ Wsri Nes AVENUE CENTERLINE, LI. BEARING DISTANCE LO S88,5 50..E 003 74 ',: ''' \ CRY OF UKIAH AIRPORT I i (CITY-OASES PARCELS +,n, L o '- 1 - E iN,.. LINE TABLE I 'II '1IT WRPORT BOULEVARD CENTERLINE, LI. BEARING DISTANCE b I 1 hill . N7.24 33 52V1 538 52' I Ho g li,p4F, CURVE TABLE \ \_ ,ARPORTSOULEVARD CENTERLINE, /' ._.--:----:.CI=-1,6, A''''---7--- .....- CURVE LENGTH RADIUS DELTA ............. , _..,.,_.-.:-.- -- HIMPTON I. p=1 rEiktNIM 1&<< k,2 i _- , ‘. i . 71 .5 ..-.- .. 1..'1.'II) 1 ?< ED Hsx V,E,L0,12T,LEIILY VACANT LOT d, \ '12 . + + WUNITESTATE S ,rv?.! iu.z co prr POINT TABLE POINT TABLE O,2,O 8 R POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION C) LEGEND NOTES C5'I'l . 217'"47.'2.56 'UGHT CF...54' '31g 62 .„5..,„„.4,, ,„„ HVyy MON . 217..2.5 6222'.''.7 .°. FU.Hr CF....TA a''..N CL S + AERIAL PANEL 1 HORIZONTAL DATIJM-BETNEEN FOUND HPGN POINTS 2175.3 1.8 521.41 12. KB 53 FLIGHT CROSS FLIGHT CROSS . 21727...6222.7 5pf 1 57'. FUGHT CF... 21771077130"1.07 0050 ON DB 2177131 D550„Z..„. 011 17 SCALE A CONTROL POINT DESIGNATED AS UKIAH AIRPORT RESET AND HPGN D CA 01. ...r.... . .72'3..5.622..M71 .S. FUGHT CF... USE COMBINED SCALE FACTOR 0 0.01502 WITH EPOCH DATE 0 200 600 600 P%NAIL OR LEAD 8 TA. 2007 DO USE RECIPROCAL 1 0000.80722 TO ACHIEVE GROUND i 1%elIel.... ... 4. .es-WON MONUMENT DISTANCES 217.77 45.'3.2172.'7 5.'37 2,7835 107p.21755.7p 508. PN NP.S_SET 1-1P. . .7...72 622.... .°78 FLIGHT CROSS 3E' • 1/2.IRON PIPE 2 nR,LAHL 1=:GA,,SDELIIX NGS BENCH MARI(DESIGNATED 217785S a17°"'5°°." "1" F.K NA,L 35 217.01 77.52220232.1 5.1. STREET MON,STA 381•01 5,3,ON CL l' ' 50 . STREET MONUMENT 3 SURVEY CONTROL INFORMATION FOR DRAWING G OM "SURVEY CONTROL DIAGRAM.PROVIDED Eff RAD AND 2,7883.85 0221152 24,2 pp.,. 2177050 3877.215724570 507 05 FUGHT.... FLIGHT CROSS . '174f 81'"g2 622.""" 5.. PK N'L . .75t51....8..7f 5.. F.GHT CR° PROJI10 02502 10 001 ENIWN. HU MK !g PARCEL LINE ASSOCIATES INC 21755802[112 5222027 2551 5.0 55 HPGN 3p 2175015 5504 5221013 pf. 50458 STREET MON STA.3.01 50 AR ON CL G-004 0 217381.IP,.21020 000 501 05 FuGHT,R,,ss i'.-L!. SHEET 4 OF 57 s EP,Arv— le 1,11A TYR q �...�. EECLE7'A'-� , Cr, 7.1:44'1.; t mn').4541111041104120 ul r...,u�i in l 12 kir 40441144 4 ii i ,: �inv w rVIV/ Trio rrvi �Lvi o E ��»»cam, iff7vAry rvs EA»Ro rvE a :OEe=oemsRc srw� FEE,rvsr 6SUeGRnoEmro eaveRe o�� sS.GRADE ENHANCEMENTED ExrEE(ryry swAEe 4 s SECT°x // S�E\\WIRPORT PARK BOULEVARD/ e SECT ON As QST A U CALEMAGE ROAD RECONSTRUCTION l jj T ST7kEfE REAXL:1WN STRUCTURAL SECT ON< z O AIRPORT PARK BODLET.RD SOUTR TRANSITION a ARS PROPOSED a sTArox awws rosTArox az wa SCALE NTS (4) 65 0 .E TRAVEL WAY DEMOtal E MED AN 8 „O VARES E.gR 'rE'''' ,TETnTRCE'SnE EOCAT ON PER PEAK VAR ES cess, /��/— /I�/1/ 4y, 514145, g R l//pica r 11 rii mi lttr iUi un rrP I L wROAND OO TER ar ORCORR o= U mrErrE �RGRADETYRTOA ..� O��A� �rE E �oEToa�R� T � -urEREAXATNAIRPORT PARK%BOULEVARD SECT°N .0' W pey ® < z ALE OMEDIAN DEMOLITIO ON Di OVERLAY STATON 380 88 Roaos ,s��aawseoa NT' a ab ac . /L , s sr lucreSCALE RT PARK 60Uory ARD NORTHzN ARROWING wv aus rab °5 c� gR�xr AB O� • c laz g 25 P'-' 1,1.' F RAY nv zsauE R^oa VAR g _._..__.::_„ xsTAu sur ➢ IuAi�¢ A L1. ti0. MATR xOv A cxx Toasos woT»oE 20'a° � uR xo Rx �t t 9 Fe �', s' c -e,'71 warc rva m ✓ a 1->.,,,,_,,,_,,,--.7 ,-,,lsY3 � t Qc R,G,R» r Y r f � \L LwcxRE Ax»RurT� CAL�.Rl�sszAR� Arvo RUTrER ,. I •— ',w >®aa.R� ` t i�1v TOry R E.rExOxO,�OT»OEEwAE — -- _ : �aRr�F>»R� g AIRPORT PARKBOULEVARD OVERLAY `\�\� �� 2� O scAse xrs srnnox ssaee TOSTAn oaossol O TYPICAL DRAINAGE SWALE SECTION a s-rRucruRnasscri x j N N 7 A: Ory , rVA.� �»MRo»ER�.»A���orvrFPR =rRu�rRR»,s�r ass=ARS .�xT= orv3aa.aarosrRrorv,,,.,a �PUE Q .Eu O .22 o 0 P .oE� Fix,PEEL NG COURSE TH CKNESS VAR ES 0 3 LL 207 N¢ �.TRAVEvAr»nv[wnx MED AN aAvxuR 030=0OVEECONCRREGROUTEDCORR,ERrox6r.R DDUlUIl1 ��� x//10/0////OI//°f(er /l00/I/d0, _- R" X10 �x y 1 rI!orb Q 2i TVP E Az ,.�.rd. P o a a. $ rsar rr _ air % CC rE Exr q F Z iRAMPPERaaDAFtDeDRAwx® =»EAo rP . VEMEET SECTox �vuu�/AIRPORT PARK BOULEVARD RECONSTRUCTION AND WIDENING ne�sR aRa ExErvToss» oER sncRrvu �sueRRAOE ogW"a.cs azc rcooa�Mx $q . a e scASE.NTS G-005 sTAToxaerw0 TOSTAnox<xu 00 �a a rf C) BOULDER BACKING--.uorosTATiOxaei.eu OI TYPICAL OVERLAY SECTION CA ECA E NTE ia» a»ET a OE a T E R.. 0 VAR ES 5 0 g LI RAVE NIA HMA TY, RAN.SAT ON °0 0 11! .ARES SANICU N CURB GUTlER AND S DENIAL NP 5 HMA DEEP L Fr PA,/NG FABRC Cr P ENNANCEMEN SUBGRADE NP 005%R C 711'Sil'E=EAODB:sS'ES74auc1TuSCR1PAL0 sEcT oUrE+'O—eAnBLcE'E:XrS r.'EMBK-r C) RvEE.CTuBE L , rHm:AicA47,,,,BSUBGRADE 005%a c i,ll*kt'''' ,L'8'5'%'RA s ARBu4ECTEUXR'A NSEe.2 ON 1 PLESTATEANSITIONAT HASTINGS S A ON 602 GO 0 S A ON 003 2,1 ARG C8B 7 I .A ONO2f1 3 OS A 01402 5 1 N EASEMENT G. E EE 0 RE, -Hgg gg ,'.. 'NRNeN„,;;;LNER N —ES SEE PLAN 1 1.1/1 ..ti,4.44-.4*.40:efali'tfirt*I'174,374,41P,-,i044-xt ffim 1 q —SEAEFtPLI-.- SEE P LAN 4 FA .1r1. OAP S'OE eN* S CLASS 2 AB A Cr. SUBGRADE ENHANCEMENT SUBGRADE NP R C GEO E E Cr. HASTINGS AVENUE 1VIDENING SG-TiC;11rALE EES CTTGrAB rGPAI%702SGEGD i $ i \"\ 1 ./"///V/.,/./V/ /\/ NMA § PERFORA SPACED,APART HMA E oR N C EANOU COVER NIA ER VA VE COVER MONUMEN COVER R., RADE DoRRR AND FRA.R M....NIEL OR OAS VALVE 2 M N P- r DP'AB I MINIM! COVER VA Lj rd i -' 1 ffill .I i I W .d i Ilr .4 I.A 0 DASCNOOPVC 1.7.1W CI( 0 4 EE 11:FtEE°A g FABR C SOL ,,, ,,, _i.!Mrgtsf. f<Z:s/ i •EVENL SPACED PERFOF,ONS N ),. \ -/ P-2 Y' P 0 ¢0 7 • ,,. E MANNO E CONE SECT ON a IA N NO E El r 41t0 Z W , CLEANOUT VALVE AND MONUMENT COVERS 2 F NO ES g MANHOLE FRAMES AND COVERS 0 WATER QUALITY SAMPLE WELL ED 11cTALIELITYN COVER GRADE ADJUSTMENT 2 NEE14:10,uNEr3mt,elaki,,,,i3rR.,EuN,GTE,., G-006 i SCALE N S SHEE 0 OF 5 POTHOLE SCHEDULE UTILITY g 4ENT TYPE OWNER SIZE MATERIAL POTHOLE ID DATE THICKNESS BASE TH10KNES SOIL SURFACE T) DRAWING NUMBER STATION REMARKS " GAS PORE 2-HICH POLY 110.. PH, 0,125120„ 045 Deo ELEC PORE a-INCH PVC 39 8-102 294.94 TOIL BFLOw AB FFFTFROM VRTT G SURFACE W"E"T 39 `K rg6£g£ COM ATH.T '6,NCH POLY (In PH2 0122011 040 000 CLAY 11I NCH MINUS NO UTILITY LOCATED.4 FOOT WIDE TRENCH CENTERED ON USA MARKS_ 49 0.,02 398 96 POTHOLE TO d9 FEET_NO SI ON OF TRENCH SANDlit 7.1. N ELEC PG&E 2)4 NCH PVC 45 C E GAT PG&E ,}INCH POLY 35 ` m^ PH3 01 25 025 055 COBBLE COM Arai uNCH PVC A5 //��('✓ .3 00 SAND OVER UTILITIES wNCH PLUS NO GROUNDWATER_ �a COM AT&T 2 NCH PVC 4 5 PORE 4 NCH LY GAS ELEC PG&E INI R-ANCA POVC 54 �` 81 O✓✓ iija@'TH ELEC PORE 6INCH PVC 9.{�) I gg'r.S ELEC PORE 4INCH PVC V3 _ 4 R hill PH4 0125120„ 040 050 NCH c NVD TIATT ELEC PORE 4FNCH PVC 0-104 4WB•&2 EFT WIDE JO NT TRENCH_ R ° RUN �fr ELEC PG&E 3)2 NCH PVC O�� 34 DG OVER GROUNDWATER w,!g1VM ELEC PG&E 4 CH ELEC PG&E 3)2 NCH � ELEC PG&E 48 PH5 0,1220„ 0.40 080 1 NCH M4NS RIVER WATERCITY OF UKIAH &IN D 104 411,05 WARN NO TAPE AT 3 6 FEET BELOW EX ST NG SURFACE / GAS PORE i 01220„ ERR ERR GRAVEL MIXED &E ELEC PO ....\OCH D-,04 4,,.45 i 6 F _k` li 6 4>/ wa n w TEz07 NM a $ 00c w V +y N''' a z aquo r PRO,aaw110. anaz-.a-aa, .co l a MT zg G-007 aL SHEET GENERAL NOTES OCA ON OF E%Si NO U L ES S RUC URES AND OBS AC ES SHOWN ON HE PLANS ARE FROM NE BES NFORMAT ON vAiLAE.suer OCA ON AND - wMPcsrsxsssARsxorGUARANiEEo. z wxrw.croR ONS'FF IXROURGRauxos'G css AzsRr usA Ar R''iANNED I uo PARxorukwx oRe,r AM xuuu orrwowoRx xs onus PR ORro Axv sxuvwrox oR Purvxso I tt-rc - woRROPERArorvSFORMARkousSENCE FGuxoOWS ORM DRAsrss ° - s WR NG AL RNRA ss WORKD OF aAsssxcsorsxr,z,nw sroxuoiwxs — , 3 i' xROU.OUr rNE PROIEcr AREA.siORM DRA NS SHALL BE PRO EC ED —- e kg NPucE i ouR NG ALLcarvrRAcrwORR. 1 '® „O 0 e. a CON rw.coRro VER P/tDGr ON osur zr ES Pre OR STAR - 4 1 ' a as we 1 j _ -- -- — ',1 j° _ sant SJI L ,! __ -- p,., r, ,, 14 tii ✓ II III __ I� k - ✓ 4A MN✓rNz ,xNMhm $wx ®�v s®Jrsty®®�r® �I.. ;ice �� ',00" AL ry Il�lllq ng�IN -,___ giaeoRT PARK eoULEVARO � - �3:11; "��% /.� I n n -__::_:::_o:::_ 401 ---.-- • ry�lYjn=�lp`nl 'n�min �iry4lSii !4rminI ` IRPORT;PARK BOULEVARF3 - �, '�.._. -i,,,, ga.°.�_' .:_YRJIIIIY'=--9 Iry.._: �!llllry:=::_.I!rJlllljjlll:::_!IRJlllrylll :. eo -A ° -- #_ c �iiWcAJrir� !Snr�lii5ii=15 !iiiii�!�ir�i�ilfuiiny!�� ii !Inr�llllfull� W:. .___�! `.. -_ _-",� i# q p g.,__�,. ..._,--iilq mSYSilm�all• I . '' % - mPaRrv°PPa°erne oRAwxacam --\-.-�wo.° __ P�°N,A° °RMA OVER,Awrv°�a» NFORM we rx ® .'r Axr 0 SHEET DEMOLITION KEYNOTES DEMOLITION PLAR) ) soR PAvsscrox oszsvArory SCAL _ oPPRxAxa Maaa ry REr Rxro a REMavE aE.ry ro s E,=m O� E oRExsw ox suRE.EsxroEwArx g LITlER PC aEMo�E;E;P:�EME::MAa'�:�s�..Prvro�,~ REMa"E"EGoxERErE�Ro�rEacoaa»EProxE�mP;ACErvr � �C oEMo:=�RaEMo»EA=NrvaG�ArEa D ' ° : MEa ru oaRE oF.Axa roc„~ �,avE�xo rvaARArvaox E�KrRCA.�xa�r �' -� _ ----- eRTARKOOULEVP _ w ✓ r // 0 my - ,, {s/a+- ✓ { Cf e N , ` oo Mdsiny -- - ,,,,,,,,,,,,,,,,,,,,,,,l(”' rr{ - ry tl Y ,�mr ami®v�lr�!* �' u r, ",✓ _1--= rr ✓^° r�a®��r�nrr fG 000 � a oi iIC ] Zz O vE ---- M�A°"°. 'Pay— Jaz ' � a __ a9a�"s""— — ao o — Mx ,, DEMOLITION PLAN 20 SCALE e 40 D-1 01 SCALE 1 » -zo� =HEEr a OF SHEET GENERAL NOTES Zn.ARE xEF ELsTHE..�uAar xFonxrEEoauATox AVA,AeLE EMC LocAT ON Axo HE wMPLEr. ss AaE xor . .. — ` IE auE vvP -s. m uOr Eo lmm p wxraacroa saAsu xorry uxo.acaauxo sEavcESASEar USA Ar eoozn-xeoo s. ouaaxu Auacaxancrwoax_oursroaM oaANxs s aueE PaoCrEcrso x PucE w ENT u V _ fi £P P f n P /f o. raaou�Hour rH aEw 0 CON croaro rON OF 31 a OR STAR rOFWOR x .;";""al �JJ JP 2.°2;PMJP �44�gY+y Y �* 2�2;{�` a ���t�— m ''''' OULEVARD _ nP ^' . '•,'° AIRPORT PARK B m a . P,>� -"_"_ 7isat�w�.r�Hrll�!I — w a w i'^Pidlll'.yJ�'I yt_ _ .. $L f i J...n Jt // m JttV V fN a .. - .._..-- S. '1110 tN,J �5: ji DEMOLITION LEGEND p JR—"`--- f,`, - - - �I< o.tvArox R Rs o � � ooEoa xo PEn oETAsa oanw �'� PU; __----- _ ) � ti REMaVEAC PAvwExrnxo Ae�«A�wsa rzAe Tj 9= '' � ExcnvnrE sueuanoE ro asou aE pea p�& uc Foa xEw PAVEUExr sEcroN O)� EMOVEOURa.Aa 0 SHEET DEMOLITION KEYNOTES seavwes ov T i. aEuovEcuas,cuae AxocurrEa Aco xE MOVEE PAVEMENT sTR P NG rvP. REMOVE E EDGE ORA N.PERI.. AL AND F 3 E FA.O DEMOLITION PL, SCALE X aEMOVEraEE .ACKELL WITHCuss 3.r0 SUBGRADE AND COM..ro ems Rc. R a�E Mm EN MAR NGS E PLx.waEPvE EDGE RA,xAr.rORMDRENOOxNE.T,ONANo °"� � ��— 1!%0 g 2 HEW" .ox�EE.RoxER.o.. nMxE. MxRw.�H,=.oNCR E orN�xnAPERorA � � ; IWLLCOR LTC _\O ; STORE RETAIL PROPERTIES LC " — UP li f Q .yr 2E2r22./ 200;fir rN2 32.,.k 2 2202027222/r2/22✓/r/e72/2202/////ID ,,,/,'////-71-0'f,,,,,,,,,,,,,, rvm /,e, as /A!�' .f✓r:f F✓ ✓ P.,r ✓•ff eKr rr ff ✓sn/rn.rf i/fF.i a e�mw 1 �'�r _w Fr•MNfufmM�t � k.r �� ,d�*.mi.eA.df*a�oe'"d,' '.� � y *- f fP r^t' �F ! N ��' :� dW N CI p o aarL„nF � IRPORT PAR44;rLEVARD p .x,e 0 d ✓ ® m _oW _--+ d � � rrf ,J, v _gip'"— , o _ '-.1,2—.. m� aiz zaN ozmo JQEoO� 0 " n 82IM M , fT o IPR... °2;2 aHR, a oRwN.E qx MN a E PDEm .TOREAE,as 1 DEMOLITION PLAN D-102 $3 SCALE.1=2o zSHEET P of SHEET GENERAL NOTES P'E'E'ITSr'..=E0XNE FreES3 TX,RIEFAEVEXBEE'Ef.'LELT ON i 0 SHEET :' cDcgc Huo0OIN:RRRu:0::: DEMOLITIONl'oloiED7:vEFFRoiNKF:E7:.TRRFIEIESEYNO::::::"Egi:EFtu E:mcu'l!:-.1Eg::::::;g:7:::::".::::01,::::::' [/ § 3 REMOVE E PAVENIEN 5 a P NG Cr, ell - 4/ " 1E.LIOENESZE'EEEFrOTANG E E" 0 "lig a AC OVER 2. 311..!:;;I FE%r‘O.A'.E.PECS EL I=Ei SilE31 RED E E VA. PEL 'lil'f,A4W) .it i r0 DEMOLITION LEGEND N \"\ _ _ 0.cz—co- i Z Z/Z Z DEMO SA RE110.AS ND CA ED ' K 0... ..._, --. r ''"E'''' 0_ -_____ — - -7—/....e., ;,-;,,,T—A,,:,,7,?---/-7,,,,-",::,7,7,,,: -...,,-y;.,,,, ,::-,-x- r,";,,,-,--7:-.±,;:,.,-;7,„;1µ-,,,,--,-;7:,,,;,,T, ' ' 0 ,., „,2 Al T,P, R At,K sopLgv r7ARD 0-----1 ''''''''-''-',-,--,:;,•-.7:-:::, --•—-, ;-- . -.., g „ E:2` ...4.. ,.„, ------,- ,,,,, ----f_ :_ -- -= ,. . ,,,,,,,,,,,,,, ,,, ,,,,,,,, ,,,, ____ _ _ ,, „---_,_ ill l' r., ----— BEST CAEl c'1' z w SIEETEERrAl E RA3 3-3E R E I. ,.',11°,,,e•°:`,.. pg.?. ..2 . ! I' ) D-1 0 3 DEMOLITION PLAN SCALE 1 20 4 0 20 SCALE ! E R STOP S ON RE SRN TO C N i5°g 1'BB B T B.51";5B5r1;;BBIBBDETACT LON,ON 444 4,,44 4 444,044 4 447:4:7 'P .111! 11 5 5 1 1, i ji i 1 ' RTC '1'11"1"11'R: g1n1 tRk'1P1P; '1'S "D'ReR°O1:11:SS 1 RE'1°VE E C°'E ER g1ro1g 71BBF1a1rE7LBO4TBMPARTRRST.,,,.,F .„ 2 m 1!! SHEETE 45THGENERAL: gri 4,NOTESuR tk:gu:E 0 SHEET DEMOLITION KEYNOTES I pg 1 I 8 I I SCORNS,E EDGE ORS N ST STORM 1 D EP R GIN S ON 5 SALVAGE E g E EE I I i 1 1 1 I 1 . REmovE E CURB MS GUN .N. (Ai 5 i I / 4 CONTRACTOR TO VER N LON,ON OF UT 5 15 ES PR OR TO 1 1 1 / 1, ' 1 <? I 1 111 1 I / BT1E1MTEIBT 0 i i: 1 11111. "•P i 51111111 /U e 5 2 '''.6WiFWkiii<VOU iEY)NFP , 7_,':)' o „, , -----„ „,,,,,,,,,,__,,,,,,--„„„„,,,, g i , .,,-.,..,,,,,,04gb ......... ...... ......M .M.4 - --1 ii k* I S RS,TYR E PRE NP nr.r,o, g&I1 „,, L ;'{1 1 ARP E REES -5\.1F5115';;a51B1--10B;556R7” 1 i 15.5'N.".; 1 I ' 5 R" RERTSURANT5BAR SASSO,S i,..:1Z1 LI:4,,, 1 ' 4110 5 I N i DEMOLITION PLAN 1 I 1 1 I , u I / / NFORM PE [5g g 2 1 I EE > a ! r///11 P PAPP7PM O1":1:BNEPTPT;PBPS1O'r 1 1 W ; / TEARAND GRUBAREA E g I CC2 I / Z Z SCALE DEMOLITIONIIE: AOSO I Z I 1 so 8 1 i 1 1 1 1 54 i ID-11041 ;.1 4 SHEET GENERAL NOTES ' g'''''''''''t-i'c'NRJ''''''°'''''FIFRODuE'EEFERsiE.ivrgr'i'4FOr=TFc,,*C-7XNKED Ili WOR OPER,-ONS FO II ' """""'"'"'"0"ECT5iRrAPS'rGERNSICLCA'N'S GLLAII:017:TDEG'TEK:G PLACE 14 g Or=uecatiCrZTERACT woa 1 h i I — 0 SHEET DEMOLITION KEYNOTES V I • 3 REMOVE E PAVEGENT sra P NG Cr, 4 REMOVE E PAVEGENT MARI NGS REMOVE E GED AN CURBS TVS ° =st-CD:EJE=4,NDEP:Z=ZrZ,596AR4DC ;;8 6 I 2 R;EWRO;VLA:C;S:PLACE E RO ONE WAY S GN AS NECESSARY TO CONSTRUCT SANLC="1"T"NETCtLN R:1' :F C0AOTNZPANRS'TATL=TIE%SL'2'3 gN C:G75:"' 15h g1 i fi , DEMOLITION LEGEND 1i11 111111 il1 i %.RA=EzrErn.n,nEsIxg°,,J- C) — ------ — C)— — -- — — ,4b DEMOLITION PLAN 0GALE X o 2C E SCALE 1 20 8 i \CD ICOAST ROMS/.SON,SIS Noinsma- STA 0 S g - 1 CO i g ' i'D ill !V7'1I '8''''1.,' '''.''' 8' .1° seMSTSVOX~‘' i - 444WAA44-{444 0.'7- 444.4.44-#4.xo4-w-4'4P4 _ 70%,-, —_ ' w 0 isa AIRPORT PARK BOULEVARD ,, c°9(0 L2j c'in z z , I — TINS 8 LUSE EXPRESS °UNSTOP NONA°, ;1 gEggO'N( STATION ;.,. DEMOLITION PLAN D-105 SCALE 1 20' 4 g SHEET GENERAL NOTES IC4 I 1 , \ P'D'S?1,1'S'fFt'EC'FFRBOIS KEee'D'SD T gRMAR I I 1 \ 1 i- DEMOUTIONAND „,,„,„. DURNGALL CON RAO DIOR I .8 ili4 4 CON RAC OR 0 VER, OCP ON 0„TD ES PR OR 0 S PR OF WORD E''DT:PC;GN 0 iiiii i - 0440213421C:n' \ 41i6!. i'40":41,10''; a ' ' 0 SHEET DEMOLITION KEYNOTES 1 [ &''oe,,,-„‹.,." : 4 -°°- \ '''' I\ , REMOVE E PADEMEN S a P NG Cr, / j 0 a T4''''IllrefeW.Pr ,i '''Z_C-D'' .-- 4 EMOVRE E PADEMEN MARK NOS REMOVE 2 REMOVE E CONCRE E GROD ED COBBLE S ONES , ( i t tl g AiRp'c)c. ARK BOI-IEVARD0-4-4 22 SALVAGE E FENCE FDDRC REMOVE FENCE POS S AND FOUNDP ONS i 6.? 23 CLEAN AND REMOVESED MEN DEPOS S N E S ORM MP N i i LI! 3 0 ' '4 , -c'-' ,,:,,, ,,,,,,,t',Y ' ',- \)` i,,„,..,,,," l• , ,,„, ,, . ,._, ,, , , , ), •;:z 2, ,22,20VE E CURB AND GUITER Eg !gill' ..__ '-3..) !, \\ 't,' 0 . _OVE E PC D DE %S.:12 Ilig i'', ' ',,,..,,,,, 'Dt''' ',,,iir _ ----.4.,,, ,,, ,\ • 1 2 DALOVAgRRERUCDE LODTP'BOBNNS'URB AND B D'''AL F'F'RBBBB AB R'P'BB DBA'Ne 1,III I 1 i DEMOLITION LEGEND I „ 1 I'1 '-',°°''° \ .< .7 f• , _OVE AL PAVEMEN AND. E I' ' ' X‘ ' ,,,,____ I ' —--, 1 , i 0 ' (<0 ) I ' Pi I ° g ' -- „„,,REmovE.,..ouRB„Deurr.PC:,E II ‘ '\\ LO ' 0,=,1:'” - ' '2,...ni6)* . (D ....i , 49 4 t :;.•,",t,•`;' 1 ' , 0C.,'", f p N '''' I 4, 4:" e::2 sr:,o, ------ \ ,,,, ,rffia'0,0,,,it, \ I 1(Lf'I .5 Frl 1 ' ,iltd49, r r?90,'r ' \ '8 c)---- ,_,,,,°_.... ,• -- 1 , z,-, °°, g 11 i; 2 I , 1 I \ 1 \ \ % g ° :. •' ... ppN 003 160 63 , \ '''''''" H , b 1 DEMOLITION PLAN L 20 40 SCALE 1 20 . D-1 06 a20 WIDE!3 OF 57 Z I I I '. 1 2 i°24 I 20'1 I r;''' li711i ))), , „ .,. \ ,,,),17. , , ..... g(1,!.-=.'.8 t.,,,`,,-': %, =1---)=- -,.,===,,, 69,1 "-o \ ,,,, :(0, 4 AVENUE• HASTING . ..1 3 ,i S o !1 WASHINGTON AVENUE 11 g II1Ptgg 'SS '''''' :I'? :// biliZt2::;:er btiir717111.65..IFEilif&g.'416111 g .Ft;,ir. t tt, t .10 0,010‘ • a 1.,Eak ,.. _ ,,,,,,=,N,6,,,, „, 'be 0 ul DEMO ON AND 8 MPROVEMEN PLANS • • 3 SCALE u DEMOLITION PLAN P- N SCALE 1 20 g lisc.aue a As o„2 GA 0...</ W gg 12- 17.1 a. gig's 0 \/ U sowu s A aDe a o 0 SHEET DEMOLITION KEYNOTES DEMOLITION LEGEND '' Z '..!211VIL' eirLiZEIrl26 .,..1' oz;.r,oz ic a io . --' .-- a g Reogg 7 74 e SAW. i „Ol1/0 02502 0 50 g DEMOLITION PLAN D-110 g SCALE 1 20 ;L! o of Ha N� Q N ___O== ' ''' 2t'2-'-.//--e'''''Se' ,,j. ' ,,-' -'..'8',11,P,1"--6.t .-.-='.-' sir F, F....,._____________ ,,r,.,,,,,,..,,.,•_ _ - Pa BARK BOUIEVARO -` '" , .,,40,6,, , °R ok L / " ate ,.'' — ' / w !Ti I a _ � /7 14 ®��MPROVEMENT PLAN SHEETOGENE NO ES SHEET KEYNOTES nenur � CONSTRUCTION LEGEND un FA ERe EA� scALE.�=�o oAnEa o[iAL ,.Funs AEau AFo.o Fxov of zxNcwFa wFA so. SCALL oFae ao% Fu z.Faov of�x>rvFF sLcx.N�s.ANonao. Locnrox w.xs scxso FvcM xae ELeow. �� n \;� F-5FL[E EE<EILL[oMou unou�ar PER e I xu oA.,F yn; aFcovs.xucrox ,ncn.or,_ wamEsn�E.Two naEOEsry aE.Two E�Fas wxou..o xoa.�. =200 el lFANOANOF NSFSaAANoE ,.. mF ,,2.1% , ° CALMFNoI.a= R PR°'DEK`C°KDtj.�wxoFxoFoa nonanMF PER oeALDONowwN00000 ,9 FA. Z zso \ NFOFaono �� w a a E r a g A. w M 8 t 8 .. c N Z M vz R W w ,= - g nd, - �g - x .xe _ a or, a� O � g a a,� - - FOFROAo y we a a Z 1-d Y i h1_ w w QTS- xxx ' _ LL Z m w N ��. (C. (I F.I„._.,.�._ =.. .._4. F O O o „5 w r IMPROVEMENT PROFILE C-101 SCALE,=2o 5 of Rz k STA.386.,5913 , 11 Li i U l f am- N. `, C'W TPARK BOtlLEVARD — CCC 6 M _ 1 b' y,1 1 622 IMPROVEMENT PLAN _`o �.-( � CONSTRUCTION LEGEND SCALE- -20 T GENERAL NOTES 0 P15OSHEET KEYNOTES Axonso_ e v sasx os. SCALE °�Axx ��Q oxoxAwx��axaJ N ARE AwEx.asox:1,„. — ° ,, RD NATE NI TH Cr/OF ti AN 1 o .5„OxTNGPx.Leo,PER CAL.RANS �� �,x A MPxo�EMEx.= FEED SOUTHERN STREET,GxT=ONEAST=DEOFA,RPOxTPARK BLVD Q. xop g F 2 SH GRADE VT 8 [xtx[oF as g 8 o g ▪ F w w yw ~I _ _ r B,�Gr 5 x0w � 88 l'OR 'i I a. Y g v r xI r WN o w x 3c Z w o o�,o�o t:w z�,� _ neo O O p W R \ <O O�'n 4 EX ST NG GRADE Pr ▪ CO Ce44 1‘7, , PROFLE FO URRY GEN-TB,NE OF IRO. 25 b 3155so 315.00 315,00 3153+0 3159.00 3 90'00 „4 44, IMPROVEMENT PROFILE x�«o-w.k SCALE.1 C-102 gSHEET„ OF Rz irk _ -) 1?,/'y /, -,,,---, i,' _ Fxa x i r , ---_ .k 2n O o-°I AIRPORT PAt2K 80ULE„,,.ARP --� ,�/% X11 !�1 `° 1111111 r 4/ w— -- ,, CONSTRUCTION LEGEND IMPROVEMENT P� ---- SCAeE.i=xa Lw}_. SHEET GENERAL NOTES (, SHEET KEYNOTES SCALE 8 ,, ,ec O oErnuoox oRnwwxxuoa. x ro rc PER OErn.00x oRnwxxxuoa. b 8 _ ` - e 8 A _ $ A8 3 �\ m 8 A 8 R LL Z J N at 2Ec a"eL K a aott r��x eorvc m sa i',,11 w m EX Ar 0 b.o c w.ro s, Sao cexrea�rGieoFEaono �n �,. arc � L5'. 1 as�.00 o am.00 ,..00 ,m.ao .„o ss.ao asa.sox�P a ��k 51 IMPROVEMENT PROFILE C-103 aSCALE.Hoaz l=m VERT I s4 .xE r a. a, APN 180E8,70 „5E37 — Sam® _� g51.1!! f 4j 3 ` ` � s ma=r T 18881-f,' ,r,ate ia' AIRPORT ARK BOULEVARO 'Ute. TA .0® I '' ;±H �� o spa fills �� /J O/ /r V,, I ® ° m / 61°E`I IE a l i ,. _A � i ® � � f� Iz �® iii A l ® © E ° ° t �3�® ✓ ,fie n's, ®:� Ep . ��' i. �� x''beb, ee ae.r,� Ip xx�as 0 SCALE 1 CONSTRUCTION LEGEND IMPROVEMENT PLAN�� 4 O OLINETABLE O CURVE TABLE Oa GURNEY TC) SHEET GENERAL NOTES 3CSHEET KEYNOTES A E SC LE s Ea8 8 5z „.,o L s',3„ UA.2,9A �a ;�oaoo as oro oE.Aoo.o�wx a=.aRaoRE.E.oaREABxE. 1 CONCRETE aw Q=. CRAWN��-000 .PEE DELA oo. ;3 AREA DE WATERQUA�,SMA„NGWELL .- ,AvEMENTRECO.=TRUCTO. ADA.=LAND PAV NG PE Ta. x.A«.o a�o ,a000ar N EAT SAd pd E. aCZ Vg S hw �.@ S E w6 $$ 6 7 13w aew 2—2 u1 r o00 50 i. s, wm C gn xr r, ^a+or aH�zar .+o ao yy eeo -zn - 11 w s R _,eo 2O RN IMPROVEMENT PROFILE C-104 ascALE.HARE I=za,VERT I=a .HE a o. 5, ®� ® ®e ®� ���� lid ,a `� hs, g,w.. as, ^� "«" ,,. _. 'Ai': A ,''VU / 'O//%///OoiiO, �` $ ESE ®r. , o ams\ ,!"AIRPORT PARK BOUCEV .4n ,r0® /,%%/ I "F- /%�/�� r - �' rs c �RD r ,',44, r,f T;;-' _. I m _ - -- ISI rope° ®® , � £ti T o tiLli s s , ••/1/11111 o 111 rao°rnnx � xvssr os , -y � � p es. .� 4.A5:44'Gee 58 ,,,r 1 S IMPROVEMENT PLAN . CONSTRUCTION LEGEND O LINE TABLE O CURVE TABLE _ OCUR; uEa O CURVE TABLE SHEET GENERAL NOTES SHEET KEYNOTES Ea zrvaa LEsae se ss,pF. cuc"ex LEoss,M wzs ,°s,za SCALE.1 20 zzrvH w.0 us ,eoE000wIA' ,.CC:::raucruEo ax anv xs. g I. ...I "oE a�: Ls 22,a„ 22,ozzaw ,a z,.as „a vasw ��E�O� �zz ,3s.,� �0a, ,�s�s oaawixc yaw. sc aEa oEra,o ox �e�o.s�.Ru�•ao E.�.�o.arwree�x.Eraxoe.sE. ,PA,E.=rx,SAGRaoa„xw,r»oxRErE qA®ER 8 ®o® �roaE, axoIP c, s„ s.,,, dEME111:1®® 00 g • `... �'°� °ROAAsc to,o �HI EaxEo.a a ,0 0319, a ~�Y J§ oa x z�my 8 soi� _ � nn - hw §s w `VaC w wn G Sa W z 4yx z. mea Oa/ sprc1 Li e g 75 s,s,0z.w SCALE ,oa.00 ,w.00 ,os.00 ,os.00 ,o,.00 mr.soxu IMO:Mall a' zo o' so 0 VERT, SCALE RORZ 1 IMPROVEMENT PROFILE 2 -.1 C-105 ZMEE!B OF 57 El / 90--4 / '4617 lAi .,afth I 81. / ,,,,, 1 i ] I I i! li i g SA..'' .811i4 . m•+..,. n, .m.m..n...- - .,,, ...n 9 ?,.., ' ' 7 ' / Ft.V:a% gli!!IA' '-': .-.'..'.. .'.'",',' 3 1 I '° 1-IA/k4479'3 '-' ,,,. ...,,,..„,,,D. AIRPORT PARKIBOULEVARD re. T...s.„,..,,,„„,o ,, . ,.....,..,.,, 1117 } 5 SHEET GENERAL NOTES f %SA...* / ff 0444.0024114 1 0 / MPROVEMEN PLAN ''''' 'As4°A!soa°''5o .,.*/ E F''''''' i 1-6,v *p. g7 ii!!!®0 Nv,0,„ ,,4,, ,,,, 00 ' sc:„Fc7.4°'' , i *4- sr,-v-----0— ° ''''''"'°'r",-,"°rrorr .t,T,7rZ.,., ; 11;111 1111111 ,,,,,,,,„„,, ir, , 0_ :cA:‘,. .a 09! P':f Oecpy 41:00/f../ 'rgyr404 W,-.`-$N'07.- -- ---, , ...N'RucT AD""''''' , P/it I. ti , , .-O h,., c, ,....,,E,‘ , , /. IMPROVEMENT PLAN ("'`‘‘, 00040% Tv° 0 00ov 0L ERA 044L ELL0sou <Z>N/ CONSTRUCTION LEGEND SCALE I 20 2 e, CAP E%ST NG 5 ORM ORAN W X CONCRE E 5 I I 'MA PAVE'IER 0 LINE TABLE 0 CURVE TABLE 0 CURVE TABLE <?.., n RE.ovE An.FeEpLAc.wALL.oc s PS NELESSAR °CONS-I.°BORETEN ONAREPAND NS-IP i E r ,i r';°Art:;::Etcro't,toRMPER le LiNe. 000 EU 7 Ca12 5 „ 0„4 „PROV DE WA ER OUA SAM,NG WE i 8 I I PhCLIRB UEOLiEIRO, - ' ' °°°' 1 , i „„,4„„ a 074 _E A DA GRADE A i E Si NG GRAD A E OF POPO \ 8 ' S. LC2'g ,.. INI. '1‘... 1 t '''''EL' 'i ' ,' d =RE, 2; 41 -6., 1 1 15 5 .ggg _ —1.15— —— 1 g&FO. 1'51 ,Lici s`l 1 'C'S ELT, I 1 , g T. cA- g SCALE ,, ..... 20 40 00 C-106 4 oa 4 zwo au,uo 4 waa „ „,+00 !I IMPROVEMENT PROFILE .EET SCALE HORT I 20 VERT I 4 +0 OF 57 g i ii.i r D '7" 1iiIri �/IIV, I® L / e`er ig�: s '...,,,„1-,,,,,,,,,,, i C)CYDVT::,'- , AIRPORT PARK BOULEVARD _� o ii I 11 //., /Iii ® 7 ®® sril M� o +arl Wdp ffi SHEET GENERAL NOTES K7,.._,._,...,,,,-2,„.,,,,,,,, sr a BBawxB Balla PBPEBBeraLB. E gg's ® / / s� es p r i 11:$11 ®�®ra z '4.1 '11''''''',=='-----= ----1,-7.- r % 'i 1 r%�//// i , ® s r;:i es B p s ///, 1.,\..%i �x t SEz IMPROVEMENT PLAN O` E0® O SHEET KEYNOTES CONSTRUCTION LEGEND SCALE.,=xa ' f CONSTRUCT MEDIAN CURB x EMEx,O O LINE TABLE O CURVE TABLE O CURVE TABL'I. rs. CONSTRUCT MEDIAN PPV xc. P a LrvE LEry„ry oRE,ry curevt_w LErvcTry rend us oELrn ® ,��� r. PROVDE PRECAST coxcsEE cuss xLET MD Bass. os wRBaxB Gu,iER PES BET�� r LT rr.ae s,B,sree cab srRs z '''w6 ® ® re corvs,suc,BoRE,Ex,ox PREP peps 8 �'' EsoRE rE,raxosuPixu ®' ie. PROVIDE MP NAGE CLEANOUT CRP NW„CONCRETE rt 16895 4007 C38 5:x5 � 70 CONSTRUCT B BRMErExrxaR axB.= i �a57 ? BB ,RovDEwEaBu,,,.MPLxev,ELL EBE LxEBE RBaa a yyg^ r. r mZ [[•T5 Lj • o Ian w W Ca n co W ZV; ,,,--,--5 .`,,,g-- .,L .... C oE� L j i g Z H is s ae':. reeuw zwE ,m m N O Ill'o O F O 'Ai;w FOC3 gv Ga ,7,OE g O a il No 4I"" °I"'"' ,,,,rvre „s,rvre .,s,are C e�—� PRuixu btSCALE wrn+.cP B m:ux e IMPROVEMENT PROFILE SCALE HORS,=2o.VERr,-0 C-107 MEET 21 OF 57 aE�oo aaoFu«An guns 0 7)r 4 �H.i r//, , f y �i ;, to 'rf,'.� h. 17 3 n-, ®p 01 ) Ag" 4 gf,ggagga . iI 0 ram®® ®® AIRPORT PARK BOULEV RD, , MOOD,/ 610 iii �� r y � aue-.L-}.VA O --n-- wl ®® a® >1 ATc '®e� ® S SHEETGENERAL NOTES 'dE &seR spr sr .w6'w — — — pw�- n we 6 oanwrvaauoa Fa aFn osTn Lo ox ii,,82 " Sill (w .,rTS�aq� =.,a, J?v,i+iav,aemox. meAli. '.,,s a u= ®moosb,To.--00 y nl P '" ®muvaa / / =' 00 ® v ,NV s..n„ ,,�T, ga ° SCALE1 20' \ ^OOSHEETKEYNOTES CONSTRUCTION LEGEND con.Rucr raFFax Pxa . AOETABLEOLINGTAB CLNGTABC CURVE ABLE 3cons AN anxcMppq PT� aIpcou anry TABLE CP kz: oETa DE PR ECASaexLE.AND BASE RUC B ORE PREP E` oEx`6ae ooEoaxAaECL�xo n mn;,E AD20 P RaRPraMUC S K 'Repo`n�'a:r Li N RP NE OF ROAD PP EL ST NG GRADE M.ANrFarAr OF $-frs W rrr q s a r Y � ,w `i� _ =mow Z v I W _&= z6,d �.� s N 000 zao 0 v, W 211 vd g IL''' a„wv aaoo 4,4.o4 a,e+oo azoo azooo SCALE ILILA say cx o.ux sIMPROVEMENT PROFILE C-108 Fp SCALE.Hou1=20 VERT 1r zSHErs OF SHEET GENERAL NOTES 0 SHEET KEYNOTES 2: :Roy D:oFt:NA.:.:::Nour , •- ; i g'4..,,.I, Tc'Ti'F,4:goliF?„'7 ' , gRECONSTRUCT ory PREPS NSTALL TO F NSH GRADE fa CONSTRUCT IIED Pt/PAVING PER DETP L D ON DRAW NG G ON °R PROV DE PRECAST CONCRETE CURE NLET AND „ .1-ALL SALVAGED C.N LW FENCE FABR C ON NEW 1 i: / / V- OG \ '. \''' T.A5;',1;:°°04Sille /' P's" . co_FtuCT BIORETENTONPREA '1!ITN'D't:-'l'01,F.IUS'IlE:i'Lrl'aTI;TTF1.7.175-EP1711=';jSPLANI,.'1' I''' P85 2 iii, GALT,.STANDARD PLANES-70 g 01 ; 27 CONSTRUCT S[EMMA(CURB AND GU,. , ,,,,,,,,, /4 ''''' . •/* \ ' '''//,' '''',''' I 'MA PAVEM'NT I PE'le AKD le ) L., \'I NEW P"EM'N-r r°'E lag4 BETWEEN IIMP AND POL !.''° ' -. •If04,1:41# ''**•.$12414YM nE7'N''''' SAW!LIT' 1 33 PROV DE WATER OUAL TY SAMPL NG WELL ,,,,,,,,,,.., — I , '';'cA5:1',7,0,0!IAtik ' / R!,-,,,I1 ,4 F,„;::62,:,,,,f7„,,,(407)',, e, ,i '-:,_„oilli ‘'8,7:.,,,;°::Y)'i„,"'ll'?4kit, i rl*t , h.,-,0 1 ', FOE:0 OF ROPD 'El`'.1-TEKIRCL 1?.1rODFERAOrPD 4 'Cl4 ,!1 '?-11,21ill \ ) /)''41 41/403:f 44/4? 41 11• 'FF5's'L °''115‘11:1;' A ,ER„,,,p, lc)( 9,,pr4irt. /,/,c, -rF,:,:5•::,., L M-r°F e°,,RETENT'N AR'A \,.,,,,, ' f.R°V'K•., I i /4.) :c;:,,,,tk'f;T°R°'"':41,,,-4,,•„/ 0,1,1 .-'-' „, \ ,,,,,; •q— „,e , , x,fiy./ , , „„_ ft,,,,ili ' ,, / s< , ../tAi•• . ••I Alf'0711 1 1 t' t, 1.0, (r ,.,;'” Aki..,9::25.:,.., ,fidtr' "2',.,,Af„4,t ,r4,,,,,t11,41 ' FL 5'747 ',FS':7:4. Fe, C'.i//#,/'',21,41 "' 420,00 4,2,00 41F (illifF,, 9F(C'14WIP:If0 711ilf3111 r'''.9.' 4/ 't '/' /474','54 AIRPORT BLVD IMPROVEMENT PROFILE gh , r,,, it,i,t , 4 .4-1 , °FF°45` ,1?t 6 ,11137 °'° ' '•-•4,'` .44'r° — .4.10. ' 5°7 77 6 c> 0 O.:, u ,//,,,/ ;re'P,SAWUT,,,/4!(_7.4',t• ." fireit 0 55,N.)FL 5'27 \frliff .i .• 1 /.,,ti , slo SCALE HO.1 20.VERT 1 4 —F N SII GRADE Pi TALMAGE tiS)iiii '(,., A i , )- ,y,.f,9(IA Y,, fif 1 1 ', ilk '''CC°NNE'r"-r°'E'C' Y NKyEN7' 1 id ''/ l, g L'j ROPDALGNMENT ?' /,./,,,o,ag.,14p..:,.41 •:_.,' :,...r.:',.,.$-..;,::;:,4,.: i:.: /j8 6i ,,opTFN TAF.,,e0:,,0,,,,:co-160-63 0 f1,1,14iiii,:fi fj6://if c,,\\,,,,.. ,,,,U)fi (,;4, 1 — _ 4).1 o , -5°7 7 l',)' it \ < I <, " ,I,'.1,,,' ' 1 1 1 T.'"7"° f , / ‘ I .• —— IMPROVEMENT PLAN rV CA'RAN'R' -SrT0'50:+137'04,4) ---,a, )----- / eNv145v125 SCALE 1 20 .LINE TABLE 0 CURVE TABLE ii0 Lirvc x LENGTH 1 DIRECTION t, f2 0 iPROJX0 025.,.3.01 b sesr7.„ is-,a,r' fd i TALMAGE ROAD IMPROVEMENT PROFILE C-109 ''' SCALE HORZ 1 20.VERT 1 4 $ SHEET 23 OF 57 CONSTRUCTION LEGEND I,x` I tE ROw tAN2 e , c an ea I APN 003230-03 Aeoaao 'N oe {{ aEPucE ar Elwa rEPcxEr OFF5. A^gg Ok F 1Asw xKrvA n. r0:4;41.4:0; NMA PAVEMEN PER DE A L M. SAW...CONFORM IS g 1f W K///// MENr L -. FACE OF q R gCURB N cur ear CNA NL NK FENCE ��' corvxEcr M)rA�I I ..' { CRETE3 DONAL OR VEAAr AOA RAMP - z o o �1 ®® STA 00,00 R FACE AgEOFCURE ggIPgOgSE 0E; OFF 5.3 OFF 5 MR f 1D-8,,,C,:;,,i': WASHIS oN AVENUE I U DAPS 'c . a=�D coxrGaM F ooNFEu ,V °g HASTINGSLAVEMI Eex, ea ® 30, PRO EGO ErEZEco M —./ _ _ Ipa ES"� EgEEE-mg gm 7 �s I F-- lig'R t r ) —440 e -.66666 RK — , #R gg!Ab _ �, w v' I DED ,11181 20 32 FACE OF CURB gUR lsAwcur � Eg 3C WC CONFORM lin ®� 3KF E CUNAN MUNICIPAL. FACE OF CURE I I CITY O U SA AIRPORT A PROPEC)* ®®, g STA 003 30 g ezea V G SAW.r,mxrGaM IMPRgW(tENT PLAN SHEET GENERAL NOTES wo CA . G AAREASREAx NSTA Fe PER DETAL O ON `^E A BOXES x PAVEMENT REGONSTFUR ON g .o gEas A 3 2 SEE DRAW NG 05 FOR MIPLAN Ssrv� SCALE 0 20 0' 60 -CTAD 41 W EggROAD o SHEET KEYNOTES - E'w - �� & e - - Sce OW s. CONSTRUCT ADA RAMP PER AETAL - -- - .. ,d <' - _ QZQ N ankZ $ CS. CANSTRUCCURS AND GAFFER PER Cr.Sr AA ® - - - - -. hi -. -. W m J O i a o Cr P NEW POS 3 AND r5 FGUNDAr033 RA..BE PER GALTRANS STANDARD PUN ASS. azo_ -. ami g� N. CONSTRUCTS DONA.cERRRAND ATrEa PER Mr.Er® N' P2 1 M SG CODR VENA.o - - - - - - - Z O to 33 CONSTRUCT NS ALL EALVAGEAa uiNO GATE EEN soz.Ro 603 02 s".00 605 02 606 02 soa.RH OW g CONS-Mil..II OR CRP 3 N FENCE CENTERED EN 3G ASAANDRGAPER CAL RAMS STANDARD PLAN.5 PR.. 0E02 A OG, U " PER CAAAS SraANS 3E P,N G.EgE NNK AAEEEE SANG GATE IMPROVEMENT PROFILE E.,,,,,,CP H.MK i SCALE RORz t 20 VERT 1 a G110 a gr �T r. AF 381+00 382+50 zooca sw c� a i 5 ,16& $ a3!E m' Sze_ �,. i IN co 1 C-I'):: ee o SII (110 JQ_ 4 g' . Q ,) , , f, 382000 w w � �g i ON 380+50 a --- - N z �: x p2,88 n. K xc TOFF 1 GOOF 3oax zesx sso- No 541 LL 5„..„,<S‹ I Vf o w i N b a so t �P57000 d g \ 381+50 N" soo Ag / \ 6 52222 222 a380+00 VVyW z$ o so m ili n;eoo ci . \ 5y G = WH a w O 00, , ec\Jois r e,e_ I R 500 ta ao aG eo zG G ,e zG eo aG �o ao w w <o Nao ,G o ,G nee <o w w u. zoo No _,o_oN B SCALE smm ce ex o.xx 10' 0' '0' 30' ,o. C-301 Rz 384+00 385+50 Ci m C 550 I: °LL LL 1 s. � ' "] � § g0, 4110,0 . sas+yo Q _• Sas+oo eg ag ,g ll ro LL ff \ LL E Po R 01 555 555 E0 5C\ gym° l l gyp ' '.l P I5 05 w w a un 383+00 3 � 384+50 C BOO ; an Q ] =oW ,» _ _ - K _ g a z o a yro j - - - - - 6° g z W W . s 1 09 aS :: rFo v,+ o w u i' —N u° a° a° a° °° n° ° r° z0 ro e° w e° a° a° a° 00 00 a° ° �° ro 50a° w m g O 1"N:- SCALE 0Ea, lc,..rnx NI 0' 0' 20' 30' mm "•6¢ C-302 Rz E. OF 5 387+00 388 L50 _ // d op al o 4e � tI , o ,gg l g ° ( ' rr A. Q— ti Y1i% 186+50 w �� 388+00 84 g'' a ec F.. ¢8gl 18 0 I g g'' 7 8 .S a �' ems g g6 8 n1a ® o I j H g „epi ��' � w g u 3 386+00 387+50 w em c� a N o 1 - 17 Q °r �e gj LL or�e 05 o 1Peo.o 0,500 00, El SCALE oeEE�n I cw o.Inx !:$� 0' 0' 20' 30' E¢ 1111 C-303 RzE.n OF 5 390 L00 d 39,L50q 0 40 o 4 s 5. � ; II I Se, i I I m. 0414 ;il 1 I. m ro ro ro 00. '40 <o .o ��Go ro ro ro «s� �' ', . ""4I g'5 .189+50 w a8 591+00 s w,, R ° 1 '' ° ,�, II :1 �_ sw rc 4O sm sv EC Fc -- 3' E �� B �. fr� 8 /2,116 3.�. zero xwm - �es°•s aux ._. ,� I I . . ,N0 1 I I �o 1 g s" sro © to o. 1 a 50 44.5 H �� 55' 20b w u a sao 389+00 \�� Lk' 390 L50 ' c2 a O �C I n + w It —a F �g� �� mo wz m w s —sro sro —no OOp No O Uf?i N K1T 1 „o o°w Ua Nx r 5. � ro 5, 00. 5.40 40 40 40 40 0o ro 40x � Q O b SCALE °mm Eas I cw o.Inx !:$1 0' 0' 20' 30' ¢ C-304 Rz _ 22 2e ar n 393+00 394+50 � CL 0R" m cls m ,m a _ F E 4& s4, 1- g 1§ , �§ ° s4, p ° sz .Eg n!!! I 64, 0 — --m° ( 1 � , ,, „6 I I I - sro I Ico ". e ,5586 . . 46 . 6 a ;6 w n6' 'a6 46 .6 ,.6 4,550 %*� 03 O o o m � w 0,11 $ 592+50 LPL! 394+00- ms wg ai ° 3 E'l --_ w m€ xAr _ 4 \� �.. o LLB o '41111 4, ,1 -64, E� a4 s. .,1 En. z m al , 6 n 1„ a I ��O 1 ► w555600 <o <o ,o m o o a p m ao 00 .o o 0o o o pm 550 g g 392 500 , '' 393+50 4, m LIE 2 2 lgg 4eo 6 c I ,,,,,g- s4, IUu sv c U 3 6w S>NW `Z'A ,�. L � e 3503, 5a z O a 64, - _ _ _ -6,.' "" l 1' - - l 1 ' w z m g _ I � .2 �w N o 2w ud z 63 ao 30 .o 40 .. xl ,o o ,a ,o m ,o 5, 60eo xo .0 30... .60 o o i �2 21 554,SCALE 0Eas I ex,.Inx 0' 0' 20' 30' 6¢ C-305 i RzE.m ar n 396+00 397+50 gg sa sm CL sa C� o 80 i it 222 ale �e �o FG $ a s s CO ma,�a,, ice!_ o 'o ao ao . o a ,o s w s s ao <o .o GO 0 0 o s s s s «s r "" sss59+00 g'' § = g§ /§ = Po Z tg aLL= g. an„ �,. )— ten. - .1- -,.� 'd1 I- f I II - --ms '''No <o <o N , ,o ,o p ao GO .o O 0 o p b w t g 395 300 396 L50 C6 sit54404. em e . 4a y LLB fi g � W Q '�dTSIFC W I 8t gig 1 1 ' 1 - - gg a,,. 1 - - sc9z oFt �I' I Ygrn t� '.• i, I-. .1 I -�I O Oo }F Q N+ ur3 aM 0 0 C ao ao , ao ao ..o o ,a ao w m w „535ao ao +o ao ao .io o .o M0 Z N ro t ,o 5 Q O bi mm SCALE CEas lc,..In 7S E 0' 0' 20' 30' ¢ C-306 Rz _ E.zu or n 398+50 400+00 CL c g F cra cro 6 6 g W 1 a 6C-'''''''''.'",','''')''''''''''' pS� w 57 vae <o o �saeo ao ,3 � so o o w w 2 „a o o 70 30 w 50 oO 3gssg b IA $% .598+00 Q� 599+50 9 ° fi mo =` eo era \ _` mo6111.II ' x'4111; y '2.,.112' 6. '1 C A ' N--u, g 397+70 \� 399+00 cra CL ero ero c� cro N ._ W a + s� ,,-,1. Q�a ..ate off... g�z o"' 0 o E` 21 \ r II LL Z 0 2 C.) LL'W c, PI u ..Aon "'eo ro .o eo Lao ;o o 30 I LL i I— SCALE ORM Ea, I C rnx g$� 0' 0' 20' 30' '¢ C-307 3 —,0 Rz _GLEE zi or m 401+50 403+00 gg Ci Ci $$ m , EE ,„Ro �$ 4° of f c ,C„a g g Ec — 2Bx'xiG b ss° sm Ig gg O ss ! o � ssb ,SE ItIli% 401+00 �. 402+0 w g''.1' �° �� 44114 p 6,4 ag ¢e �n FC I f , ' 1 4 j Q s , p g O ml H 4 4 400+50 \� 402+00 al al s° W W E S F Y ztcc � 1 9 Q sa° c z' pF T .......,......,....4.......,„„,T, , 1wzm� i l'i 1,A.___... i QO bSCALE Cmm Eas lc,..Inx $1 0' 0' 20' 30' EE C-308 3 —,0 Rz _SOFE.32 or n 404+50 406+00 s,a 6 '1 _ 4 �� a i ] r� g sm e CO 1 � I : 55o g�� s ,4,-°'i; "540 „s (00 5' g $g' 404+00 �� 40560 w4 g_5°8it ' LE' 0 sro \ cro A'4111'9' LL rr.RE n' K a w�o d' v 1 § 6 I 1 ' 1 oo opp55p . .,,,„aso <o <o ,o o a w so g u g 403+50 \� 405+00 6 =� s,o C� F Y _+ a - s° _ —rte — "' ... sg S Z Q E� 1 ae,« anan OJ I ,� d Z m w N rro + I I I p �o o' ,. U ao ,o .o ,o ,o ,o o ,, zo ,o 50 ao eo 40 .0 30 40 ,o o �o ro . ,o z 0 I I LL 1` „o x0 o„ SCALE 6R66 ER lex..ux $1 0' 0' 20' 30' 66 C-309 i —,0 Rz _ as , , 407+50 409+00 gg S,a °` S,o Sa °` S,o g,g 600 i0 06 — Id1,17..{9{1,PINVI,INAVI.X.PPIMIJIWARrliVVAXIVIpTIMIAVelASIMIIIIINA+4,..11111ANIIIMAIMMISInIpel4VI.IMIK 15npniVISMOVIIII.pqleAut.(41(01ft%If.1µ,1 d f 1 ii N a, 0, ,o o ,a zo w I 50 S'eo <o .o Zo �.0 o 'o 20p n, 50 670 Dili " 44 5 555 0P „,� QO d R`' Sr4 ) 5 A 40/+00 Q 408c 50 wg 0 g i S S 4111?' o S s ,311,1® § 500 �� " Wit 3120666636161207.761261202600.13367 I „, 63360036263060.616220Z.006 Z. I 36.636006404036600.636166646.02663662z,6 6,62 I )N' t 1 �� �I ,s, a = ao <o ,o � ,o o ,a ,o ,o w � ,m�o ao .o ,o .55o o 'o p b w u g 406+50 \� 408+00 CL s,o ew c5 s,o N Il W N N m sw -. a Q sm sm E0 a 8 =:z 0: E� FG l _ _ _. c -. - - soo a 5 a �: � � 0 p N R O Nvi s �. a. a.:111111111 .. ... . ..17f1If o .0 30 .50 0 'o 20p ,o o b $1 SCALE 0030' 20cmm Ea, I cw o.Inx ' ' ' Es C-310 Rz E x , , 410+50 412+00 � 3,a °` w o 3 G= a k aN EG 1 &T s. EG 1 . a s s r a sm - I - - -.sm zv -_ HI �- - 1 �,Is. 1 I 11 sw . 31 1 11 m:1,,.„, � ��A (00 J_ 46 GO g $ 410+00 4„+50 �&1 , G 30 a� T.r.Ilni® EG � I 18 1 so E,abo <o <o o ,a zo �o w.. � Emco ao :oO0 Oo o �o p b a .3,0 i 0 u s a g 409+50 # 411+00 s,a =L CO e,o e,o gI w . EG ,G I .._ate ,G_II —1. 1 wg >w rn w 1 1 - I 10 ozwokoAsonotr000dooloonocom � .. I ...o. gti 10 nan °N ,,o z x 3 o a 30 . . . o a :o ,o . o aN :30,.0 02502 0.00 SCA E o Ea, I CX.M. $� 0 10' 20' 30' ¢ C-311 i Rz _SHEET 35 OF n 413+50 415+00 � o g eo 1-1 ; °W t 5,0 �i "g_ alp a ss s I wa s„ s 00 10 50ns 9Q„1�'' JQ' i5 $f, 415+00g'':11 i a! Q 41460 F,5 C pppgppp pp5 6. l 1 g 1 1 „a 14 I m u Q' 4,2+50 4,4 L00 sw rc © em sm W Fc I o A� g _. f 1 xgZ O 5 — a S>, rn r r Y `s ;I 7 - w I = LLOO Nj.o '' m' I u' '' P m cilli rc U N Lj m ssau ,,o .o aoao o o ,, „ w ao 4 ao .o .o Oo o o o ro p no Z OQ uN Bl mm SCALE oEas lc,..ux 8, 0' 0' 20 30' 0¢ C-312 3 —,o Rz _ ,.z, or n 416+50 418+00 � CL c F l 1 s 3 0 gi a (r 1 so .. 6,680 50,„ ,,, % s� �„ 4,55)0 !) ,/g $6 41600 Q� 4,1+50 w e5 II � II 411 fr m 6665565§ r F' 600 55 23/2113122 4132221222526132;212222222Y/122/22343230 I g i i s. ��� II I 11 p Oil .o O0 Oo 0 o p b w N— g Q- g 415+50 CL t,,,,....\\-\ 417+00 g W ` r2, e,o 6 OG c 'Ig s❑ em em ._. _+ ? _ .. 1 P aunx �x = m U F 8 eao -- -. I I--a -_'HI° - .I I -. 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Ea, I c„o M. 0' 0' 20' 30' "¢ C-313 3 —,0 Rz E.n OF 5 419+50 421+00 81 II acL os : A 6 2 a . a ���E �..‘loopI2D25.101 1.5.2.55.25,5522225/.22221.211425122522222.5522/20 OAF: 1 A l vee — _ _ 1 —69 a ,P"+ CO e „ ,e se ze w '550 550 F50 O0 ro .s" 4,01.225, ii • . 1�) 1g 419+00 420+50 w a 11 ,1 Lc as E� ! o ,'\ 8 8 _. , , . �� se se .,,, G 418+50 � 420+00 dII z sm O;p W Z Ni E, IPN LL O mp W N so „, ls pm U N Lj F I— no No 025E12 0 OD B� SCALE emm Ea, o.xx El 0' 0' 20' 30' ",¢ C-314 3 -,0 Rz _ E.ze or n 18+00 gg CL 52 e0 e0 g i&gg g ccogk E `a SCALE u.. 33 VM WAY u33 in , o' io 2a �a 1/ Ig 33.1303.3333333003.433.1.300303R03(103330107 1 1a' z g EE EE 8 '5 $A 1r+so �� 18+6r w ) g'' 1' ro ro li eo 40 e0 .°:,,t_ sw 3owx uer, sax + eoo 'lR� --- I _x , µ I , ew F �!� N _10 ,,,so <o <o ,o e e ,e ,e w a ,.ae 220 .e 6De p b w 421+50 \\-\ 18+50 g s330 CL N m p Y , ce o <� 1n 6 m eo s,o I c,o WNa '_b RE g ggg w.�N,— _ ,__ _ anar. I/0mx nswu _ W Z f0 2 w n ; ,. O 1 8 5 557 - 1 g - m I 1 w ora Nf, rig va ae 3e .e ,e ,e 0 ee ee ee �e .e 3e �e e ro <e o LL r 20333I ER I C3333 In ! Lg g C-315 ai Rz —S.E ,o e. ' 605+00 CL agg[ P SCALE r�)� '# a° ao 4i xo zs ,a o ,a zs ao a° xo a //��� o- 604+50 y� �+ayy♦r 640 CIO g a a061 1ii/g b �o frL QJ�— ) Ig $% Fw� 6s0xi wg ,11 ,1 _ R 1$ 41`,�g�g``. .....\%.3, 4 11 il' tt, so 40 60 z° 0 0 ,° z° 60 40 so <Z\O 3 ` A 604+00 G 606+00 s3 60N �a .0 ` .0 <a wa L" 220 N FENCE ffx 22 6. 6 6., a E .0 6 Qsa%z° P `' N efs50 as as zs ° 0 ° zs 50a,a 80w 46a as o 0 0 a6 6a 40°° Z NN e i �n N Y`'-. =o W ai 603+50 60`v�L 50 p,N o °L z o 640 640 .0 > O'�' g g g 'a u.f. 9 m ^ ti _ U� fa .° x te wig f LL o N z ..0. ua C z _ r0 LL l 66 40 60 zs ,a a ,a zs 60 40 ss 6fs a60 40 w xa ,s s ,s xa w 40 X66 xvaf. 025E2 o-°oi EERNI ER 1 CP.In R,,, C-316 i a Rz -S.E4° x. 4, a sior A e-.saw 0m0 SHEET GENERAL NOTES 1mtt o a s II oEO a awm �5,p..5) :33l3'64,33'1, — c 41:3 w\ sTC er sr rrsoa .o wA r osrea0rao sm wat&. N'.4,10,5,0,,,, .. ceoo: TO 583 f 2 CONFORM 5,42.0037 Er F'50102:85:475 w ,. cE.ummE 5,02.0235 OFF 013 61L Axm°x u uaAwaworonu uxaEMErs 4'g Al " .51-5 1' a ry STA 02[1338 30 i oEsrA ess. sv�ze sOFF 61 76 2 25 u COMMERCE DRIVE CONS °ae. ry,(ta yR TC/F252, CoxroauTEN 00D 06 04.}q 9� I NE CORNER OF AIRPORT PARK BLVD.AND COMMERCE DR ADA CURB RAMP ScuE I.IVA 'Z4'650g 33'5 Evasw � qq__ rn.zo s«.�o � r-E liVI ti '''''''--1 aEa cA <seao' / °xew o fOF 013 76 L . rc �ay TO 625 BB �_.. � da A SrcI R AM STA 6033312D OFF 20442 0��� Via, OFF 27 521 :5T;3.265:519 7,3 � as 5 Z7FteMx -8L E zz G � 9 -ez L'N PE'R' x --- �� \\ O x - —x SW CORNER OF AIRPORT PARK BLVD.AND TALMAGE RD.ADA CURB RAMP sum.,-,°, V y STA x kg . � EA -- 6 ri'z"a ss a°z°2 HAS I O HASTINGS FL 620. NUE .- - 3 NE CORNER OF HASTINGS AVE.ANDS STATE ST AOA CURB RAMP (� scuE -,as an. FL AIRPORT PARR BOULEVARD .es<z A ry Axo mwaAcr s °' ' N .xz �s°E°aAaE°cz� �.� rc R..... l OVER Z °EE °eesz axA° r, r� A Ea az a°Ax.° STABILIZATION FABRIC _ ---- w i acne ea a�E, x°xE°xr �/ V -L c°x�aMro�Nan°EsAND B513 5,600577 57 ,f- �.1--x-'- y 1, z y� \ ,• I f m EsswExr T Q a w7. e. gd _ A / 2� c� ES 7' ti z m z w 1+ ti 4' Sao g z ATC 62220 a �A o w& m --""a FL r. .a ' o �x o e� o w 3313 2,221215a g 0 a n I :34V515%3 ...-55....- a°zu, HASTNGS AVENUE a°zrsr ER? \ F1... °Eaz °zcxxo:.ux F roxroau C-401 5 4 NE CORNER OF AIRPORT PARK BLVD.AND TALMAGE RD.ADA CURB RAMP 3cuE1-,vs 5 HASTINGS AVE.DRIVEWAY 3cuE1-,vs 6 SE CORNER OF HASTINGS AVE.AND S.STATE ST.ADA CURB RAMP sum,-1. SHEET t, OF n flz ---- K 41111 ORD VD CU II m'llo toi'7 , 7. F- 1 _. AlltraM .4 sr-U1—,7 1'1 NC 1,.. 0 g g .8E04 VA 1—— griA ,..f. : DA AN III - -- f4eti ( '' - ' -PA"VENIEN"T"PERPLAN ,,,,,,,,,,,, Abl:EIS;HBe.....1?EqoP 25,,IL , ,,,„„„,,,,„,,„„,„,„. - I/ '-1:-.:, . ( , 4..., ‘ t ii .'i,' ;.`1/— kmok. 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PRECAST BASE SECTION TIMM"WADE CURATORS POW WATER LINE DETAILS FOR CURB INLET _ LA z:-az„-df,=';tZ 1r,6"1 ::: ITAIH 312 THRUST BLOCK LOCATIONS .os.c.- 320 TRENCH DETAIL FOR WATER LINE *.0 se.. ad:MST CONCRETE CURB INLET-MODEL 4AC DETAILS .To sc.. 408 PRECAST BASE SECTION FOR CURB INLET ,,OSCILLE A(< ,, IWAS,WT 4 0 C MAME,DE BAR 3/.,WA,RDSS ;IT TTTZ VFLTInETEnrE° 1/4.) , wiiii. * FRONT OF PEDESTAL \....\2 11 0. 0 MIME N3m40="EPT" NOTES FRAAE AND GRATES APE ' I ' :::1 UMNG Hp E 0 GROUND BE O.DEM AFTER FARCA,ON PER • AS,A 23 1 on DA, LTV STD RATED FOR H20(WONG MIIM GMT N PER 6 CrNLE 1 co,,,=, GLASS BASE ANGLE PRAIE/S DE.Bo All_IZ 1—DEAR.PARS PL'' SOMETR C :IC FOR 24 24 D DROP N ET TAB E MTV%M MoVTISM, ,1 /,,, FOR SG.30.4 36 36 0 S A N) B(IN) c OM ,AZ Irt't,ET Trx Ma DETAIL 1 ? 2 4 10E5 4 FRAME PLAN GRATE PLAN rei ,i' I END PILE VI W FRAMES GRATES X X X X FF'"%NeLE hr N N e'AR'Nlei eAF1'''''NeN'AF'S MANE et C.E 1&it VA D— Z B Op0 ADD,ONAL Tte,JO NT ,. z la 0 .REWIRED 0, pp, ppp 9 p p w,pwo wwl r,ww pc. p w.re d wp. p p p orb p td e i 114;FidilE7, g Vcii:ZE .1/..'nA H n i PRO,PPE N PLACE a i& i, gANGHOR 12 L9 'n ir" ,4 gr -nSECT ON 1 i (C1 liming ,,.1.3 AT GRADE LEVE 3/16 Igar'''.44 CITY OF UKIAH FRAME AN HORNG DETAIL TV b i TRENCH BETA L 2_ /2 irs.a PLAN VI N/ o JOINT DETAIL PLAN C-502 a 1 420 1 TRENCH DETAIL STORM DRAIN PIPE .To sc.. 1 TYPICAL DEAD FRONT JUNCTION PEDESTAL INSTALLATION NO 0..4 2 PRECAST BASE SECTION FOR CURB INLET NO OSC,E am. OF 57 »mr°AE TOD •-•E„�»°E°AP m °°E F;;;7/H"A7'VERL'i°&e7/7//r. 'EDCE CR ND ' II llVU 1UiJI JIB I1��1DI 1111 - _ ` . gyp; »E°» FT ,,i g ��° tIr EUE°°A°E EAE 100444400.10 — -- -- L l 1 Tv/vivviwviw .°E �=u°° °E � .. ,coSUBGRADE �,E €/I 1 MEDIAN CURB x°rr°SSUE 2 HMA PAVEMENT IHMA OVERLAY CONFORM `O3 EDGE GRIND x°rr°SSUE • s I: 11 I 111111 FII s »MA°'E»ac°Nm»M !J � s: E II uA°vmu ' C„ , III SII C� � ' 0 ,o':'� ,°,. EASE°EMmA»cu»° ... »m°vm \ MED AN ISLAND TREATMENT MEDANCURB 6,AHKEHs (N)OVERUYTO(E)PAVEMENT ,`'C.r di b NOTES b HE OP AND FACE OF HE CURB SLAND NOSE FROM RE URN 0 RE URN DoH »Awm a PAva., v . asM CAP SHALL°E PA xrm vEu°,r. IIIIIIIIIIIIIIIIIIIIIIYIIIn� °E'`E �'� - °” 1 mr °P°E»E°uA°°E»E Ea»°.°EA°»°»A°A<»m A MA »r»E°ErAEEPA EMA».E»EE m..Ar MAx oC HE M.M.NUMBER°EMA»xERS SHA BE VE \ Pm�°ErYPEx-,°°,ERMAA.E»Arr»EM°P°.r°Er»EEA»° Afr GEO ExruE FABAic(N)PAVEMENT TO(E)PAVEMENT vm mP CsrorS� r,PPEsm°x° rA»°E»rs uxm Ax Cu»ac sPACEEvmSreErwEExMm A»x°SE B 1 4 TYPICAL CONFORM GRIND °rr°SUE 5 CONCRETE STQ CINCAP xmro SC.. 6 MEDIAN ISLAND TREATMENT AND MEDIAN CURB MARKERS err°SCALE i g \ r 2. i .,SPEAm»Am- C°.. © °cA°.PEAPCAry Irv'.PEv°E f I »°.°C-E°5 SD.PER DE A.°xA»°.°a LUQ n °cx rP \� °Er°»a Q' A»E R 4\ f `. W I}t NAT VE / y\ ON E EEcr° Q 1 Z W Erilniak,N‘ 20 II AR R .-o Z f }\ dao 0 c4 '"` — — g rYP° m/ `�.> �' »°rE. n'cit.' °N m Ea ELEVATION A `"c»cm"' \\ I � O EA"' �� cE°Ecuml URE°A»»E REPLACE ECU»°°»ErE»r°»A»FATE»°r»=wA°r»=A»° rm \� / '\ °� G ror°»A» EE .AwE=°E �o OVERLAP FABR M. 132602 10401 sg °rE, c ,»MAPAvmE»r °Fou AREA PAA..Err°r»EmA°.A.ANDO.°°r»s°mOEr»Er»mC» DEPRESSED As r »» PLAN °urrE»anx EM°vE Ax°»EauEASxECESSA»v°mxsr»ucr it°w.w Pi PE SECTION-B MPmVEMEN S .°S»°u»°Ar»°.°»A.EORAPPROVEDE°°,VAL. C-503 gI T TYPICAL BIORETENTION AREA PLAN,ELEVATION AND SECTION nrr°SCALsxEErw °E 57 6.z SHEET GENERAL NOTES ❑ KEYNOTES REATNIENT PER DE 4,L 6 ON DWG C 503 crux ax srarvoaaos , aRovlDEuxrmEEMEa AxwFEMnPERDE PER DE,se ON DRAW NG cbos z. au aaysusrvrsra axc arvo uaax xcs sxasc Es rxsauoausric uxsrss g orxsaw sr xmso. s. au usoax axo cuaE as xr sxauss z-coar warsa EoarvE REDWOODS rvess anaxon uw,nry -- - lis Hary raEnea,a corvraacroa sxau asnovs axv sx srrvE coxa crrvE sraa xc.aaysusxr vaeaur con -. - sse woeorrv- MaaxraE MaaxxcEaxEEax�roaE �,�sr.a� �� EcarrEaEa ErE xEoxxrwaosrax oxara "°" '. EAT ON ON, Erna zEExoaawxccaE, �aEExa�Er Eaav��rE�x a; — � Eew�Ee�, — T yo r i t . ocE vcwErvr °04 �.y--k.10 - ,va m «wn - � � A�F+��014 �PARK BOULEVARD roof � � �; 7:811-',..0 z ,z ; 'i.'4.CL''1 1_ E� 24' anE a1 aO. a�araaw, E�az ' „-i _-- syswaa°, iEE orxsu atilt: 2 r.''11 si aa,aic Ue°v cxear son rrzze,aca E,auE¢ nva rvrwr -- ®-„ u SIGNING AND STRIPINGp�LkD? J� LEGEND _zp (\.l h sro aux azaa ryas iv xaaaaw asa ca»rxaxs /.O SCALE g wxrs rxsanoausrcrua V` 4 wxrr rxsanoausrcaaaaw asa ca�raarvs sro 0' 20 AO' 60' W aux azaa was ,`�� xx zr sra arvEasa usraaxs osrax xo tarso ory aux, asowCoo Eusrvsssa�u 20 asa aE4D EZ2E EE OF caLraaxs srE.a,Axs. aax,e°o��eQQQ -- y vnca _.. � If sw ror sraaxc aarrsax --- U� yN- cxarvos xsraaxc aarrsax Zkal'44 - - „ a aa'o. </ W a Z n �,w - �y%.7'6z'4f lJ 3firt4''pU 1'GM _ _ _ -'- _ _ _ — a° &6 m y�� c Q�Z �o a< _ n l 4 r2 �^ say a R:.:7L,..,,..., --- � o0 ��`` T PARK BOULEVARD "s W O Q N , UCC'' C7 N N ,ti r o OSE°c MM / q�o „ o°E n �aEve.oaMErvr x.orxeas, _ 2. u °�rncervcv rva c SIGNING AND STRIPINGPLAN cxx Fa! aa!aaa 02502.0 P-101 a SHEET GENERAL NOTES ❑ KEYNOTES on or ux Axs E'MiBs. z. SR:BE M2:72:EMEO2rvcuaBM2R::2ERBETA27ox BRAW Ne csm. z ALL PAVEMENT arvxAND MAaaNGS SHALL BETxmMosu Eric,UNLESS -- g orxERw SE NOTED waeeRvv m5 s. ALL MEL,AN ANC,CURB SA NT SxALLBE zconT WATER BORNE. wo'T+000e Aax of xxw Ti R a a. MAR ERS MAR REMOVE ANY Ex RS x°carves LT NG siRPNG,PAVEMENT -- • ,.waxEns.MARK NOS ArvB ori xEnToas -- "" o i rvsTAuxswArvBaEsocnrEoaonosBEs�xsoxxEwSBBTAxBwuxonroxaEn T N +P.N��`y x oRA o, Tnaeaw,a \ Z ® r p -C4 Aa SGNuvou MENTB¢xEAToxoNLv -- DE„ '''° ' — r , M ft s 1. o ,zB W% ` - 5r tn:!! xz !' + S ,E IR rft, ,,4 rj� %d' vs ch t L __r—___r -- AIRPORT EVARD fill PARK BOUL �U I R F11./ w `-mlY Ems- E LEGEND SIGNING AND STRIPING�L6�Q y h sro sax AzaA TvaE iv xARRaW SER CAcraArvs SCALE.12 O� SCALE b g Cxx.E SER AxBATO AB of cvrw,rvs srouxs. uN. �‘,0 0 2� If uwaoE sraiaixB PATTERN = W 1 cxArvoE x°SATTERx corvuc �O STORE TAIL ��POax B,. U, s;a''s B TP AIORTPAR LEVARD❑y _ W a a /2a.� ° ® . j } __w * ❑ „ a> z H Y 0 , „BLE ooas a °G Immiromm — ra 08 eaau,e Z O 2 N TVST srn3ss.esa N W x _ saaxP °'"2Doo, :r S<VCREST PROPERTIES SIGNING AND STRIPING PLAN P-102 SCALE,=zo SHEET u °E r. SHEET GENERAL NOTES ' 021-12222212:2N202215r""'212LL , "5"222"2" ,,ENT 1212 ' ALL'"'"7:22172:2::5222522 22NF222Ne'Fr'''Ne Pe' 2 i i 4 6 522 5 50 0 KEYNOTES 2 Aw. LEGEND , 11111 ,_.\o4q .7,...,22 L2 c2.221AN'2:222E„,52:Fr2R2:1015N2022.F.242ATTL2E2:25 STD 22 2"P22'' 2,l'.1ialr. 4c) \N- ,,,,,,,,,,,,,,,,,,,,.. 4c) fiqE,TNONY 'S;la f;Fs7Pa'S WI VACANT LOT .1., (<C) AIRPORARK BOULEVARD co i —------'t-- ..--ir---- -- ;----- -------—-------------IN, i g 7 „,„„ z w Z .. 01 ' —______ 1 _ f ------ • AIIIIIIIIIIIIO w< <0 'i -R - - ',- --------------------------------:*-------------------- --- ------- _______ rn i 1.(1w ii.,:i.. if . ,,, n / ,c.irlci' cD4 _ -4-"3 22 251. BEST CARL 2 2051110 02502 10 001 25=252 P-1 0 3 50 .oli SIIEET 2 OF 57 5 11 SCALE SCALE l20 AND STRIPING PLAN o zg ;g F-!- SHEET GENERAL NOTES coNFoRmANcE,,,,r,.THE L,sTEITNrAmz,15„ ' ';'1:12E'OTATZ:NTErFNA=N:ESTLANDPIRD PLANS AND0:11:1TF:E. I \ OT421=1 '2 ;13:1;;;I:F=SRPEN'L=1-rl=e"NFL'C'N e pER 1 ig i I 174 2167-f'13'.L2 OTF;21%'f', ' ':Z11:21rONAgIERZING C-5[11 , [6 . 001 KEYNOTES E F 0 13 5 I G N:EU i 41 N TO,LP 41 V E NI:E N i , •ft ! 2' ,,,,CD ' PrigfeEFEFEFFIEEELFL:1-1=EtHgZECT MARKER N.o... 1741232;0T Z ' 22. E....3/ ,...;;;) fiV1 ov PROVIDE LE,EDGE MEDIAN CURB MARKERS PER DETAIL 6 ON DRAWING C-503 !I 111111. ,Z\) "'i 1111111 L3 ''''' ' 6 n a - - IMIIIiink LI -_ .......4...........„ i . ,' --- --- ---- - -6, I V42,14.' g' -:' -' , . I •4.., 1,/ , i , ''''''''',12,517,::::..., r WONe JOE , =BOX .TtEEN. E.4 .g2 21'7) q.' 1 a IOG SIGNING AND STRIPING PLAN i!1 :1------ ' 0 LEGEND 90 I 'PUE'VP' OTFPF'1242;BV 1 0 I ':',,T,T.EOT=741Pg41=2°,SZLDETECT°R .....2R2 1 a2'22 r2'‹ ! =1242g4 SCALE .00" 0' P-104 OFF f BB 70Ft , STA 000,2 3 ' oFF f 5P.M '4— I-Mr OF STRIPING PArrERN MEET.1 OF 57 ' '2'0 IEErIEEnTF7/1,1-.1.413i DRIVEWAY STRIPING PArrERN !r, g i Z. SHEET GENERAL NOTES nT.:F=TCONCA=TKAX=Mn-r:F.TECEFC'Aro-rx:DZ.7 c,,u.srANDAR os REDV/000 EMPIRE LODGING LLG nl,r10=1 2 ALL PAVEMENT STR P NG AND MARI N.SIIALL BET ERMOPLAST 0 UNLESS 0 FAIRFIELD INN 8 SUMS or ERW SE NOTED IP 3 ALL MED M.S./DC.8PP NT SNAIL.2 OOPTNIATERBORNE 0 0 CONTRACTOR SIIALL REMOVE ANY E ST NG CON,LT NG STR P NG PAVEMENT th g MAR ERS MAR NOS MD DEL NEATORS 5 illinL,21:40,1=13,ELNOGT-LO ROADS DE 5 GNS°KNEW POST AND FOUNDAT ON PER .8144 NA 0 T S PLAN S ACCURATE FOR S ON LAYOUT AND PAVEMENT DEL NEAT ON ONLY T,.. AIRPORT PARK BOULEVARD , v 0 KEYNOTES -----7_____—_______--eT,-'i---------7-.A-Li;AzT,---------- ---------- ''' ...,,,, ,,. ., IN A /—C.- 6 pROV DE MEDAN SLAND TREATMENT PER DETPL 6 ON DWG C 503 1 2 PROVDELEFTEDGEMEDANOURBMARKERSPERDETAL6ONDRANINGC-503 IJfl 7_ . 00111= _ / 1 , - 2 LEGEND rii.N i41 ‘Sn'THOTPELAHNEA=r"N ARR"'ER'ALT'S" NIS,,,j.• '.,3 -------- 1 .."'---'----------- ---------------------------------------------------- '=XX' :1EZ2NOP-Prn=r0n,grAAN:T=S°NPL" <NI X ..- ---NePATTERN IVII -11.11- cHANGE N STR P NG PATlERN 51' !AP WAL MART REAL[STATE SlISINLS,..i 11 1 ifill "WAL'ar TIRE 8 LUBE EXPRESS i 0 'iffifill = E RUE IT, SIGNING AND STRIPING PLAN SCALE 1 20 <Z>C).C5 142" 5 i ‘..." SAVINGS 8/V1=0=N,,1.011N, SAVINGS BANK.DING E' :::::EFEGFCC:N7R 1 . A 1 ,0 g"' ''', 1 8, ,,.--------- -----------_---------__-----------___---------------- 1- 1—8 i 1 agoossonmuso 2 r. 1 gF, AIRPORT PARK BOULEVARD ,I u k,5 i 1 ID; SIGNING AND STRIPING PLAN l', _.----a5 — SCALE 1 20 proac, oz6o2icknoi b i SCALE t g P-105 MEET. OF 57 4 SHEET GENERAL NOTES 0.A STANDARDS SHALL . MEoax OGRE Pa x12 SHAL NS L STANDARD WATER BORNE s �TcuxOisssaxoc Tv 4 OTHERNISE NOTED 45. ,=. �' I ,, x06 s sALL a CONTRACT.SHALL REMOVE ANT EX STEC MAR ERS 5.1NG..oca-xsaTORS ososs0xx0ry xav POsraxo muxoaT Ory Ps» �5 grnEr orrs s i z ❑ KEYNOTES U»ars FOR scx 5.01212 AND aaysusxT NEL NEAT ON ON. gr Jf A /I i 4 Pa12.12PMENAN=5x12TREATMENT PRL APP»12Oo°W12G12C512»3 ' Pao°oEEM : /5awxo. N 444 � �.��»4.r »12 � 64 �_ vP ».T / —T Orlsss ) � LEGENDi \ n S»s»MOPSssnc ru»x a»aow Ps»cr,.raaxs '�a L w °__ � ao !12� w »»12w PE»ca.T»aNssr12 ��� ® \,..--r' r,zA, /C�V gg I 1 Z 1 w»TEr»E»rnaPSsrcecvas.oOPosTscrOaT.Ma12. gg foal 1 ii ( 1 — ® ! PE»a.12aT12a.12OTORFA T»axT sr12 SPLAN i glg@h $ 11'4 g —� e V �aa.F..... . v .— uuT 12T TTaPN12 PaTTsaN SEa. R 1. O r / ori ' x\s Z sir »aN12E xs�e Prv�PaTrmx a 1 ,ai 1 i iii --— i�� I LORRAINi I i Q i�.x €11,44:L: �T»�, 3 R5 I �_. ,;1, I �.= N rS o W d J o 1 I Qv 1 I � P f w W N d o rte. O rn 20 W Z v 1 i 1,,. ` `i \ rn a N a Q � 11 3-t60-63 u' ` + ppN 00 I A fi O � � OF 0 fp o g El I11' ss �� W N WI -L fv PNn NO- -1om1 b 5 v- SCALE o ux g 0' 20 40 60' S p P-106 SIGNING AND STRIPING PLAN _is .». 512 12. 512 Z SCALE 1 za Pit SIGNING AND STRIPING LEGENDL � oEE<°.1 ors - aw»TET»EaMOPrAET20r°arvAAA'N"a f w»TET»EaMOPAET2020ErArvE-- °^rs- uLTaAxEn20P rvA3,AE 20P20ALTaArvPn20P rv20 �.�, 320 Ea �aA 20T20Pa„A=°T2020cToa 0 G W»PEawNPEaA,.20o—TRANS STD PLANS g, I-- a xx LE ETa Prv20PEa uLTaAxE OETAs x20 cnrso ory Pax. I ',7,, Yigai PQt A2No rOAZl200ECALT»ANS s-ro aurvs „20w05 li ,r1 0, I 020. o��rs�rs � 4 I 4,— — awM�r t-- OFF Eo "200\ ❑� ffa.es 11 bat ‘ ,3`� y rsrc WASHINGTONrool a 1 raj rarsos�r NUE o, o ew {o HASTINGS AVENUE m °y S -_®Toss ea - Rx e°=.i N e � f� u -77 ® .h P„°a x_ m 06 Pw ❑ gp� �°2 9 h ❑ ors°»»r ,,a tw» x3Ps 8 ry \4 Y + SHEET GENERAL NOTES CONFORMANCE wrxrxE LPiESTEo ON OF H „LE `rF r»sus wax 4,1.11,01.11,0LALTaANS STANDARD PLP0 AND SPEC s OAT orvs.AND c TY - „ i .e oE20rvA»STANDARDS U oT»EawNIENTSTR AND MAR.NGS SNP/BET»EaMOP,AETCUNLESS F o .1:» PPr, rrra OTED AU MEGAN 40 CURB PANTS»AU SE x-mATWATER BORNE. A �Pr., SIGNING AND STRIPING PLAN coxacnx20 sraP„20.PAVEME„T r SCALE 20oxraAcroas»uaEMo„EA„YEsr33 ro EASEMENT -Y m 20ETA °°rva°�411 tie o°xE”°oa°EParvs°xrv�,P°sr Ary»wxry»Ar°x PEa Z ` � 5. NSTALL NEWANoaELo20Arwao w Aso n, �j V N J Fr° L m© ❑ PROV of,BETWEEN 3xE LANE ARROW AND LE LANE SVMsosMAax N0 o a+ _ T»SPLAN SA20c20aArEwRS.LAYOUT AND PAVEMENT BEL NEAT ONON„ _ �� -'� g” LI Z Z R ❑ KEYNOTES :j d y �' °� n\ C� ., ... W Zm NN e°eo :PR:000:V of MEO Ary S,ANo raFATMENT PEa oETA„A ory owc 20:203. r z j r°r HASTINGS AVENUE 0 0 <. W ►� �wAL.„20LMaLrvEPEac r rvE a o Z o TET»EaMOPrA 1 $ TEED'oo"' ory POETPEa20ETAL L20o„o 2020:20,»E°»TTo v o 0 _ E»A,E3E=:,rv20rA,E3arv2020�wrMAa„� x - - - � Z . 20x20 2020x°„20AME ry Po N N A°o°w3 SCALE a PEov Deas,cn3 aveuxe Rax nxo aarn u3 ano saxoxx Pos� Qo N i0 20' 40 60 ry NG ME P20rv.a3,°Ar 3Ea„E S'N AND � a3,A Ea20 20ry+,w� „0: 20 2033,20, b SIGNING AND STRIPING PLAN – PA.NTc NcaETECURBRE° SCALE,=m PaoM�20Ea3emmAr rv20sr20PPirv20AxvTiME P,20ry Mx wl P20� 0 20E20„_,3 ao20TE P,20rvoxw,POLE P-110 4 „- a�uTE a�ARAI„20PAa.�„2020�20xPE»�x2020xaP rSHE20, °P e I � I I LEGEND p IN,sIoNArEOUPMENT I 1iN ierv,EQUIPMENT II . TTT „„0„,„„usiGni abSEMB r ( I SCALE -gd II N 0' 20' 40 60 Yha 74.1 z I .-20' a SDE NE. I l NPo,E.NDPEDESTRaNPUs»NUTTON �� G arO DETERTONME srsTEMLte R %) I'/ d NDEODETECTINZONESUGGESTED n 2g22 `2:222 e QO °4 ` 0RO�w g# gvggg ❑ ' >- T- � M, _ LP E» ��. �V A � A S L�� a° �� 0 • --- �P�xN �® R'130.04 �. -----e'� ss ARPo'�.• Lgig ` BOULEVARD I\y ebb — ., 1 ter, - .,T T, .T L q—" sWSzx P .-4:,, Rnx J , n•~ S e ,U �v G 9 ® � J T E,PUE Cr P EOZM u A, ' u, A Tp\ I \ APPLICABLE CALTRANS GENERAL NOTES: ~, YYYff4��� STANDARD PLANS W AN PLAN �� Eo.O caNDD�TDRPDETON��»au BE VER PEOSVT»EENG NEER PR OR TO x w a LU STEADY DEMAND SEQUENCE aac . T»is PuxisacwRATEwRDRE�Ec,Ruca�woRx xzv Ns sax sPEC ECAT ON sxEETs,crvwxsTRuci ox Q d z J r Es-SSR s. E»»Ewoaxo UNDERGROUND aEaRAxcEwR»au unu.v COMPANIES m V - PROJECT NOTES: e PuueoxES FOR�wxaRSTalloaRosc»aueE LOCA ED wiT»ix EivE FEE T or rxE craxoARo O O o N D: °E1 W PROPOSED mv� 10eP �� P ❑ S. au PEo¢TRM swxaiss»useE LED Eo wiND.x muN DOWN coup AND LW ixoicanONS SA.BAC PLA s _Q O U LI Vim° mJ I OOR.;E REEwEERCPRORrocoNSTRD ioNTo ALPEDES TRMNPUS11.12DNSS»au....NAV.ORORAPPROVED EODac "oo �$ $ °EP EaxauoixS BaS, W ❑ ' SW TC AND EMERGENCY NQRSOUNR 321 ETC EOR AmMPELETE SEON'ARALSA AA.E.NPER»ECEPLARSR N IC R RECORD DRAW NOS S. BE PROV DED 0 E C 0.2 AN A NE CL zW ❑ OENERarMPROV DE ODEL ECEPTAaE 332 CAB NE 2 N MODE OE CONTROLLER 2 ROC.TEADVANCED DErECT ON SONE SOFEE TFROM ETOPEAR EMRMNE�EOET»EPRONEOT O ASSET.AND 233 B RAN 2.2 3/PROM CONFL CT MON. j 2.ALL S P.N.S NECESSAR 2.AR EODiPMENTPER CAL TRANS DRw»»cR N 5...sMN fl i IMPROVEMENT PLAN NO $ 0.ON OF E ST NG U L ES AND STRUCT.ES ARE FROM E BES NFORMAT ONCR' R ScALE,=2o PRDROAN.EcANDPD»D.EEDRE,A o,00No ,2,2„,N E. DMOaDDRc T-101 rWEE w OF CONDUCTOR SCHEDULE EQUIPMENT AND POLE SCHEDULE NUMBER OF CONDUCTORS STANDARD VEHICLE SIGNAL PED- PPB LUMINAIRE �� MOUNTING CONDUCTOR DESIGNATION RUN NUMBER NO. SIGNAL WATTAGE SPECIAL REQUIREMENTS' SIG MA 'F' DIST LUM_MA MAST � 5 ��n&Z)&0/0 TYPE - POLE MOUNTING 0 (LED)(FEET) (FEET) ARM I pc NO, 14 CONDUCTORS 150W PROVIDE DOUBLE—SIDED SNS"AIRPORT PARK BLVD"WITH 2—PIECE t*'e 02 6 5 5 O 17-3-100 20 — 12 MAS SV-1—T SP-1—T 4 (EO) HINGED ADJUSTABLE BRACKET PER CITY OF SANTA ROSA STDS." •E U 03 3 3 5 5 3 6 5 5 3 �p 0C I 04 3 3 3 3 3 3 O 1 B — — — — TV-2—T SP-1—T 6 — /f- 5 5 5 :5 5 0 3 3 6 a PROVIDE DOUBLE—SIDED SNS"COMMERCE DR"WITH 2—PIECE HINGED 08 3 > 3 3 3 © 26-4-100 40 15 12 MAT/MAS SV-1—T SP—i—T 6 1(E0) ADJUSTABLE BRACKET,PER CITY OF SANTA ROSA STDS" INSTALL VIVDS ON LMA dyv + SPARES 3 3 3 3 3 5 3 3 3 //��� Wpr« PEU 3 OD 1—B — — — — TV—i—T SP—i—T 8,y� y :a Ab 02P 2 1 z 4 z ✓✓ %13n'S G,, 4P 2 2 2 2 2 2 150W PROVIDE DOUBLE SIDED SNS"AIRPORT PARK BLVD"WITH 2 PIECE 1 « E 17-3-100 20 — 12 MAS SV-1—T SP-1—T HINGED ADJUSTABLE BRACKET,PER CITY OF SANTA ROSA STDS.**,PEU 06P 2 2 2 2 4 2 2 /� (EO> INSTALL MVOs ON SMA SF 2 4 2 2 2 V` i '°± PfB O 1—B — — — — TV-2—T Z1/4 lu 2 — "511' 04FPB 1 1 1 1 1 V ° 6PPR 1 1 1 1 2 1 1 1 15044 PROVIDE DOUBLE—SIDED SNS"COMMERCE DR"WITH 2—PIECE HINGED ') ,41X1 08PPB C C 1 © 24-4-100 35 15 12 MAT/MAS SV-1-C, SP-1—T 2 (EO) ADJUSTABLE BRACKET,PER CITY OF SANTA ROSA STDS.. q g PPP COMMON 1 1 1 1 2 1 1 1 \\ IeR s� Rsu' . l® TOTAL No.14 CONDUCTORS 13 19 21 25 30 5/21 19 13 O 1—B — — —�O-1—T SP-1—T 4 — CABLES CABLE L 'FOR{ QOSTANDARDAN SHALL G✓E NOTES,LE' EEL A STANDARD PI AND STANDARD SPECIFICATIONS 0t FOR TYPEEE SIGMA(MO N IS!SEE FID, STREET NAMEPER CITY OF SA SA TRAFFICSTANDARDS PART II,DETAIL A TYPICAL STREET NAME SIGN,MAST—ARM MOUNTED". NSTAI.L, SIGNCITY OF SANTASTREET NAME SIGNS MAST ARM/NSTAI.I ATOM DETAIL. b A O.8 CONDUCTORS '. <‘< W i '.SAFETY LIGHTING 2 2 2 2 2 2 2 \O 1 SIGNAL COMMON 1 1 1 1 2 1 1 1 (`1 O3 0 TOTAL NO R CONDUCT012S 1 3 3 5 3 2 3 3 3 , QUANTITY 1 1 1 1 2 2 1 1 1 CONDUIT ` G iIZE,INf,HES) 3 3 4 4 4 4 3 3 3 \l Z ce Q �j�\ IP ij ij $ �v 0 W 113> M.2m QU 0?0 g W 0 K 3 V gp LL U 5 20 RRQ a quo r 3 mo,No 02502 0.0 T-102 al aSF.63 OF i _--- ---_____f=- ---2 •� -C. STANDARD NOTES: GENERAL NOTES: -.. Murvsox rnarv„ oAP.rvoory.APP.rz°.o�ory°�.PrzMa°rz�ory°��.o"= A,.PU„BOXES rz»AL,Prz"o°U".rzrzrz"o.rz°orvPa" ❑ .rzo, 0 P.rvoorv.ou"°A.o"rzXrz,rv°.ou"°A°gET Es�rvAL LEAt oxo—AND°rzrz�,ory-°HEE». arz:rzrv,rzEr HE'rEEEEH:E o E .PPA 444PLIPOAS AP '�- u..rzorvmm.Lrz"Amo".POLL®a o POP=0°ERPrz°o".AaoP.o orz°NDe-°—HEE SA orv=rvrzrz=E v°o"=rvu.o" ® ❑ °,a°,,o o P"E;oR"»aooErzauPMrz". ° N="PLANSA« U..EFOREP P °WORK o",. Leif 6 ❑ .8 ° o:orv°".o"=Arv°rvrz,ALCa"°"S,orv=�"°rArz° orv.o=,arv.o,worvry rzrvrvrzA°ary°ury°rzry"rvoa"°L rvA"°rzw."AL,"., aMParvrzrz ;[ s �-❑ Pu.LBOXES FOR=CNA,=,arv°arv°==PA,LPrz,OCA.rz°w."ryPAP FEE.o..Prz=.Ary°AP° Jl a,."rzwSSNAL==rv"„rvAVE rzSrLES"OCP ONS 1 CANERVSOPS ANS BAC A E;Ew.ry ® 1 ❑ m... ❑ TALMAGE ROAD so,osnr�o-rnx""oc '� o ,ti,m 'o mrzrz,P""Pu°»Pu o"=="LrvrzPo�rv" '� � Arv,uPPmP..mry°°". mPn„Pmrvrzmrzm".r �. zosD .=E.,..oRA,oMP rv"LL",g,,"rvrvw"rvrzl"°."rv"..4 s °„� � rzrzP"rv",rvP.AL,�.orv,rzP."rzmrzP�rv° � �, )❑° , �=PAUPEPPorvmm.m.PE� mF.PEPPas. g .\ � t yIM°I --- -- _d'-rz- -- a incnE.nu.,nmE ono ADVANCES SE BOSON SONE 85 FEE FROM SLOP enrvn u.Lxrzmous.oa enw %.'..) O a. LocArrzA Paa ��• t]auE rva I oe LMrz"E 1'u I li) rv�w mn c is a➢➢ EXISTING CONDITIONS PLAN I '+1 ""'°"0 ^ ^ a1 F e'G1 �� llg mrz Pyr °�it O i/ 0 e APR 003-160-63yg'g '_1 .t., ❑ ry 1� --.1 s fl m — — L \ 111 1lfi O`C - s LEGEND \ 517 fi ��� V�lJ ® i ° V�j A L�f��I�ma MAGE ROAD Jaz i4 zuf U W PPw eNsrirvc '-,.'�.. �F AP"R nya 111��1���m� L es �► swrvvE rf,r -..- ® O s -tip sx5� m, 'Z s*Prfr Wwr ♦ __ APPLICABLE CALTRANS fi GSr_( I S Tr Pau,scry STANDARD PLANS A 0. _.-, - 5 oA.rzo zo u r {� ... - 6 ouErarssanezv ,xauorzo eu.xo.zw rm ro, �� �'�'I �[j" a, mwms PAINS PM a§ ( ,, $ wzrz Axo>rzoEsrvwry "-cP '''```��� - W ° >usry su IMPROVEMENT PLAN `_—__ or pa, �' o wu BoxSTEADY DEMAND SEQUENCE �S aJ SCALE:,'=2o' -_ LIN rP, \ I �, i E�Pnv mn \ N J O Pc mPP�Mrva, m y Q� �" eB LoaSs x w a s I ¢a z J O PROJECT NOTES: Y a.N Q 2 mmEmm� �mrvE smmm�� �( �� BoP I`— �mrz,j _ 0 SAS"CAB>s<ONSUL.OPrvP o 0 0 c a EXISTING ❑OSx U p'0 F 1 O g eP ❑a xor usrzo"mxou rw rxrvzu N, Z OSCALE ❑° ®rzxsxP PEo6iRAN SGNAL o eo o eo` Jos mm�i� —Z. rz,04P , 1�'mrz,� t I ❑ ,00PwPE.o ry m�csuxv"rv,u a _ °ras Jm° s' - ❑ ,00=P °�rzrz o.° =a ry ry°P o MO,_,°a°, IBE —402 $g �o PROPOSED I I ANS COMPLE ENESS APE NO GUARANTEES '❑° nPmxoursnrSocrzor rv,SorzwA.k -cP cxxn xx P. ' 1 lk E-LI 0 mPxA<mrzPrvE`E PULLRmPE''P'.PPE T-103 4.. I -.�.:S PoPotc::::::rzocA.orl ONArvo a7°4 or r CONDUCTOR SCHEDULE EQUIPMENT AND POLE SCHEDULE NUMBER OF CONDUCTORS* STANDARD VEHICLE SIGNAL PED. PPB LUMINAIRE E CONDUCTOR DESIGNATOR RUN NUMBER NO. UNTING SIGNAL WATTAGE SPECIAL REQUIREMENTS* F TYPE SIG.MA LUM.MA MAST POLE MOUNTING 0 (HPS) ��k E _$ 3 Egg ®0® (FEET) (FEET) ARM �8'!_ NO.14 CONDUCTORS (al 1-A - - - TV-'-T SA-' 8 t3'e 01 6 3 3 3 � E101 02 3 3 3 3 3 3 3 Oq 1—B — — — TV-2-T SP-1-T 8 (N)PPB hu{ 05 6 3 3 3 3 3 3 3 06 6 3 3 3 MAT 0J 3 3 3 3 3 3 (p.; 26A 5-70 40 AS 5,V-1 SP-1—T — ITT PROVIDE(N)PEDESTRIAN SIGNAL ON(E)POLE.(N)PPB 1 1 08 3 3 3 3 1-A - - - TV-'-T SP-1-T II PROVIDE(N)PEDESTRIAN SIGNAL ON(E)POLE.(N)PPB 02P 2 2 2 2 2 2 2 AT PROVIDE DOUBLE-SIDED SNS"AIRPORT PARK BLVD"WITH 04P 4 2 2 2 4? 26A 5-70 40 SV-1 SP-1—T V 30 2—PIECE HINGED ADJUSTABLE BRACKET PER CITY OFV 06P 4 2 2 2 / /_,0 SANTA ROSA STANDARDS."(N)PPB.PEU.INSTALL VIVDS ON SMA. (.E0(.5 s 08P 4 2 2 2 2 2 2 2 CD Iii 1—A — — TV—"—T 55-1 4 CD ,.+sj 02PPB 1 1 1 1 1 1 � 04PPB 1 1 1 1 O 1—B — — — TV-2-T SP-1-T e (N)PPB 11! 8 06PPB 2 1 1 1 ` ` Yg 08PPB 2 1 1 1 1 1 1 1 H) 26A-3-70 40 15 AA/ 5V-1 VT' \ V 300 ` R NI! SIGNAL COMMON 1 1 1 1 1 1 1 1 1 1 1 1 1 Q PROVIDE DOUBLE—SIDED 5N5"TALMAGE ROAD"WITH �4 a$'10 1 SPARES 3 3 3 3 3 3 3 3 3 3 3 3 3 O 26A-3-100 40 15 MARS SV-1—T 9�F-1—T 2 300 2—PIECE HINGED ADJUSTABLE BRACKET PER CITY OF �Sa BB J a3pti5 PEU 1 1 \ SANTA ROSA STANDARDS.**(N)PPB. pat_ TOTAL NO.14 CONDUCTORS 40 10 19 11 12 14 25 13 21 19 19 7 10 1 A ..\'T k'. EP m �g� - - - - O�-' SP-1-T 2 PROVIDE(N)PEDESTRIAN SIGNAL ON(E)POLE.(N)PPB CABLES _ V PROVIDE DOUBLE-SIDED SNS"AIRPORT PARK BLVD"WITH (h) 26A-3-70 40 5 AAU>' TV-1 ;"-, R 300 2-PIECE HINGED ADJUSTABLE BRACKET PER CITY OF GRIDSMART CABLE 4 2 2 2 2 2 2 ///��� SANTA ROSA STANDARDS.°°(N)PPB.INSTALL VIVDS ON SMA. " OI PPB POST - - - - 6 (N)PPB 8 TOTAL CABLES 4 2 2 2 2 2 2 *OTHER REQUIREMENTS ARE CO✓ ED Y NOTES,LEGEND,SPECIAL PROVISIONS AND STANDARD SPECIFICATIONS. g NO.12 CONDUCTORS FOR TYPEOF STANDARD AND CLE SIGNAL MOUNTING SEE STANDARD PLANS. 1 «STREET NAME SIGN SHAI.I E ER CI,OF SANTA ROSA TRAFFIC STANDARDS,PART II,DETAIL A',PICA(STREET NAME,SIGN,MAST ARM MOUNTED' EQUIPMENT GROUND 2 1 1 1 1 1 1 1 1 1 1 1 1 INSTALL SIGN PER CITY A ROSA OVERHEAD STREET NAME SIGNS MAST ARM INSTALLATION DETAIL. uuzPPB COMMON 2 1 1 1 1 1 1 1 1 1 1 1 1 € TOTAL NO.12 CONDUCTORS 4 2 2 2 2 2 2 2 2 2 2 2 2A2� a 1 NO.10 CONDUCTORS (� COMMON GROUND 2 1 1 1 1 1 1 1 1 1 1 1 1 A\`\\ f y LUMINAIRES 4 1 1 1 1 1 1 1 1 `� Z�* W iLUMINAIRE COMMON 2 1 1 1 1 1 1 1 1 �y W 6 1 TOTAL NO.10 CONDUCTORS 8 1 3 1 3 3 3 1 3 3 3 1 3 n� _O W =0 `( 6Z 00 NEW/EXISTING E E E N E E NSE N N N E E E E j J' CONDUIT OUANTITV 2 1 1 1 1 1 1 1 1 1 1 1 1 _.Z m Q I TILE 0 0 (U Q iBOLD INDICATES(N)CONDUCTORS PULLED THROUGH(E)CONDUIT OR HE CONDUCTORS Q 0 N PULLED THROUGH(N)CONDUITS. 5'12 3 U r NEW CONDUCTORS TO BE PULLED THROUGH ALL RUNS. 6 K O U G QZ LO R' ~ 1 I�„, ., T-104 GENERAL NOTES HAL BE 215 5 SS NOTED ON 01 I xsrr,suroxBOXES ssaxo oErEcroasaosr oxs sxnusEvsa FEo sv r»E a+c xEEa raioa ro g ❑ ❑.._ ❑ °r»EawsEry°rE°°xr"Erax 0E M°rs°rv°=�z°A°°rvra°°Ea " � f «ErEFoEEEER°Ea°w°ao°.rvss°xsrEc.°Ar°rv=»EEr=crVc°xsraucr°x 1 . ° E wr �rvssrAry°Aa°Er� N 8 E °rvraAR°as" vEaFV°vEa»EA°Ax°°ry°Ea°a°ury°c rvcEwr»a°°°r„c°MrArvE= � mm® PUT EEFoa=GN°STANDARDS s»A«aE°°cATE°w TRNFVEFEET OFTHE STANDARD -w ,m c E A ALsCNA SSHALL RAVE,zNCH mry°CAT°rvswr"r°rvrvws°aSAND°ac.,AT. o — c°uxr°°wry»ANDMAxrv°cAT°rvs 11 BE!REPLACED rE°EsraAxasry s»A°°°E,E°wr" J WASHINGTON AVE ❑ y CM ENUE rowan xnv wroa.oanaaawEo sauu. c°E asaucEo.Au rEossra Ary rus"surrorvs s»Au sE — N AV H-- /2' y 'A lr o❑' 'mm© — I GJ E sE=A«eEPRo"oEo:o:»E roF: arr»E:o=Eo":»Erao,E.°ax= W' °°ry°nr°rv=Arv°n«nrvc°aa.»na°wna u, - N s»A„°E.vEaA°.sA,vn°E°s°rvA,Ea°rMFxrr°r»Ec,~°Fu.n»ru°.°w °ar°anr°x.na°nr�nar°ara°A° coIV Y V 1:21 o OLOCATEn°vnxcE°°FrEcr°rvE°rvF°=FEErFa°Msr°rano„Ma°rvE 4 ; Pg �T b i5 r. f J 1 1 EXISTING CONDITIONS PLAN e �.A HV �i3 q �'R� FSM LEGEND SCALE ao /,y�,'�/° ^ WPr. u ® niEw '"'Ne '/ sww��arM�r ..q...;;* 2/s A � _ � WASHINGTON AVENUE �\\'���� ' i d r H0-STINGSAVENUE ry Ewm ewt rre ros ,,LLl\� ms R o 0x V�/�/I VucoEsr��cn NmrvE I - ..r7noErEcroRTar ��� L� /I� °d��1 I— � rra © _— _---------- d a / r L� I STANDARD q Ea°AA'EEPpo =:F,EM`� .�\4''' L � o °vEc°ry°°cr°as �aaaMAar orvArv°�°AM� ai CO o nanry xE.srrvrF°°ry°nr°xF°as°rv°, 1' ❑ Jh SHED GRADE li � � 1 MEcroa""n oxo Es suuExn EMwEnx°aE°sE FauwuExr.STEADV DEMAND SEQUENCE �( A D a dz J w I es I 0°°ry°°cr°asnx°xEr c°ry°uR°asns ry°cnrE _g_ z a s «c°ry°°rrvr°Ex,srx m `. E ll0e° 0 ry o00 <nt2 a,°I1I1m° r r0 z o EXISTING E°�—EAc� I PROJECT NOTES: a 'l c CALTRANS I V F 3 1(12-- APPLICABLE mII PE°m ixr�uo STANDARD PLANS° 0 0EmsrixavExic�oEiEcnory caors° E ow I ,vP--I I �oN°�E�Axo'EE�x:oE n��n�ry DTC STALE Z o i ❑ oP�«°°.r°L°cAr°ry E;"TEE w I i I:aE E e. RA AA °I Vrl3"� ° o ®E srxsr®6ranxEEry J raa»� °" PROPOSED E e 111117�—E°T I r s I 0 ramEcr Ensrwc rrsnxo rosr- oxwx cs °cxxn ux °'I I IMPROVEMENT PLAN;; ARA LABLE E;CT OCAT ON AND COMP ETENESS APE NOT GUARANTEED CONTRACT. T-105 SCALE.1=2o ra°ar°nxV Excnvnn°ry EEE r°r"°.FF°a Exner EocAr°rv. F8 z SHE.° °F CONDUCTOR SCHEDULE EQUIPMENT AND POLE SCHEDULE E NUMBER OF CONDUCTORS' STANDARD VEHICLE SIGNAL RED. PAR LUMINAIRE 4. CONDUCTOR DESIGNATION RUN NUMBER N0. MOUNTING SIGNAL WATTAGE SPECIAL REQUIREMENTS' �" 00©AZCLc LE iAAAA TVPE (G-MA LOU.MA MAST POLE MOUNTING 0 (HPS) if e 9 '� FEET) (FEET) ARM NO.14 CONDUCTORS L PROVIDE(N)PEDESTRIAN SIGNAL ON(E)POLE, 01 3 3 3 3 _.) 25A-3-80 40 15 MAS SV-1—T SP-1—T 4 SSC w INSTALL VIVDS ON SMA $�I 02 3 3 3 3 �' °' :' Ub� 1—➢ — — — TV-2—T SP-1—T 2 — PROVIDE(N)PEDESTRIAN SIGNAL ON(E)POLE_ 4 3 3 3 3 3 fi 3 3 3 3 -- 6,6 05 3 3 3 3 3 3 3 1—➢ — — — TV-1—T SP-1—T 2 — PROVIDE(N)PEDESTRIAN SIGNAL ON(E)POLE. q, 5 05 3 3 3 3 3 3 6 3 3 3 � id 1 — — — T\ 1 T P-1—T 4 PROVIDE(N)PEDESTRIAN SIGNAL ON(E)POLE. X49-k 02P 2 2 2 4 2 �" L N ADJUST HEIGHT OF PPB TO MEET ADA REQUIREMENTS.RE—GROUT 04P 2 2 2 2 2 4 2 2 2 2 ie 2r,5-5—SC 40 15 MAS SV i T SP-1—T �F6 POLE BASE INSTALL VIVOS ON SMA. 06P 2 2 2 2 2 2 4 2 2 2 %, s7 OF 1—B — — — TV-2—T SP-1—TO _ RR EXISTING POLE AND SIGNAL EQUIPMENT. 'T.9 PROVIDE(N)PEDESTRIAN SIGNAL AND(N)PPB. 02PPB 1 1 1 G 1—B — — — TV-1—T ¢ 6 _ RR EXISTING POLE AND SIGNAL EQUIPMENT. rim 04PPB 1 1 1 1 1 1 2 1 1 i O PROVIDE(N)PEDESTRIAN SIGNAL AND(N)PPB. � A F@I 06PPB 1 1 1 1 1 2 1 1 1 1 RR EXISTING POLE AND SIGNAL EQUIPMENT. Rc $$ OH 1—B — — — TV-2—� —1—T — — a S`9 /�++�� REPLACE EXISTING TV-1—T WITH NEW TV-2—T TOP MOUNTING. ,4 81141 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 1 1 1 1 0 PPB POST — — — 47 4 — $ e bBBBi 1 3P44 SPARES 3 3 3 3 3 3 3 3 3 3 3 3 3 \� i#11111; TOTAL NO 14 CONDUCTORS 1 12 13 10 19 24 25 25 42 21 19 10 13 10 *OTHER REQUIREMENTS ARE COVERED BY y10.IEGENO,.SPECIAL PROVISIONS AND STANDARD SPECIFICATIONS FOR TYPE OF STANDARD AND VEHICLE.'d MOUNTING SEE STANDARD PLANS. CABLES S" GRID SMART CABLE 2 2 2 4 2 2 2 5��0\�. 8 8 TOTAL CABLES 2 2 2 4 2 2 2 NO.12 CONDUCTORS EQUIPMENT GROUND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -PR COMMON 1 1 1 1 1 1 1 1 1 1 1 1 1 /� QZ S 1 TOTAL NO 12 CONDUCTORS 2 1 2 2 2 2 2 2 2 2 2 2 2 2 �P NO.10 CONDUCTORS �� F Z W COMMON GROUND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Ml Q J iLUMINAIRES 1 1 1 1 1 1 1 �� W 6 1 LUMINAIRE COMMON 1 1 1 1 1 1 1 81" y W W ppp <Z =R'Z V Z TOTAL N0.10 CONDUCTORS 1 1 1 1 1 3 3 3 3 3 3 1 3 1 g 1 I2 ij m as e NEW/EXISTING N N N NNE E E E E E N N N �O ZO 0 m Z z CONDUIT QUANTITY 1 1 1 1 11 1 1 1 1 1 J 1 1 1 yy f SIZE 2"2"2"2'i5'•3..3.. 5..3'3'%s 2^2^p• Ffrc0 N Z53 Ya g BOLD INDICATES()CONDUCTORS PULLED THROUGH(E)CONDUIT OR(N)CONDUCTORS 0 W Z PULLED THROUGH(N)CONDUITS. N F 'NEW CONDUCTORS TO BE PULLED THROUGH ALL RUNS. Z O a T-106 il a= sryEET 57 oF 5, ITEM NO.: 13a MEETING DATE: May 3 2017 City of'UkiahAGENDA SUMMARY REPORT SUBJECT: AUTHORIZE THE MAYOR TO DRAFT AND SIGN A LETTER OF SUPPORT FOR THE CONSOLIDATION OF UKIAH VALLEY WATER DISTRICTS IN THE UPPER RUSSIAN RIVER WATER AGENCY Summary: Council will consider authorizing a Letter of Support for the consolidation of Ukiah Valley Water Districts into the Upper Russian River Water Agency. Background: Consolidation of Ukiah Valley County Water Districts has been a topic of discussion for the past several decades. With the recent creation of the Upper Russian River Water Agency (URRWA) this community goal is coming closer to reality. Discussion: The URRWA is seeking support from Governor Brown's office to help expedite the consolidation. The County will be considering a letter of support at their May 2nd Board of Supervisors Meeting (Attachment #1). Vice Mayor Doble is requesting the City Council to discuss and consider a similar letter supporting the consolidation from the City of Ukiah. FISCAL IMPACT: Budgeted New Appropriation Budget Previous Contract Amount in Source of Funds Account Number Amendment or Purchase Order 16-17 FY (Title&No.) Required No. N/A N/A N/A Yes ❑ No ® N/A RECOMMENDED ACTION(S): Authorize the Mayor to draft and sign a Letter of Support for the consolidation of Ukiah Valley Water Districts into the Upper Russian River Water Agency. ALTERNATIVES: Do not authorize the Mayor to sign a Letter of Support. Citizens advised: N/A Requested by: Vice Mayor Doble Prepared by: Sean White, Director of Water and Sewer and Jarod Thiele, Public Works Management Analyst. Coordinated with: Sage Sangiacomo, City Manager Presenter: Sean White, Director of Water and Sewer Attachment: 1. Count.mss Draft Letter of Sul,•ort COUNCIL ACTION DATE: : U Approved ❑ Continued to ❑ Other RECORDS APPROVED: ❑Agreement: ❑ Resolution: ❑ Ordinance: Vote.Please write Agreement No.in upper right corner of agreement when drafted. mm Approved: S- Sangi- "•mo,City Manager Attachment#1 DRAFT COPY 4/1 9/1 7 The Honorable Edmund G. Brown, Jr. c/o State Capitol, Suite 1173 Sacramento, CA 95814 Re: Support for Voluntary Consolidation of the Ukiah Valley Water Districts Dear Governor Brown: The Mendocino County Board of Supervisors fully endorses the consolidation efforts of five water districts in the Ukiah Valley to combine and create a regional water agency. Mendocino County planning documents recommend this action and after years of discussion, these districts have worked together to create the Upper Russian River Water Agency (URRWA), a Joint Powers Authority (JPA) to facilitate the consolidation of four retailers, Calpella County Water District (CWD), Millview CWD, Redwood Valley CWD, Willow CWD, and a wholesaler, Russian River Flood Control and Water Conservation Improvement District. Efforts to complete the consolidation of these five small special districts into one regional water agency will provide economies of scale to the ratepayers and a more responsive agency for the public. The County of Mendocino encourages the opportunity to work with a single agency on the water issues facing our constituents and asks for your support of their consolidation efforts. Your office has promoted the active use of consolidations to ensure equity among water users and a fair allocation of natural resources for all Californians. The process leading to the resolution of multiple water rights issues at the state level will be critical to the success of this consolidation effort. Having positive results of the water rights change petitions of the districts in order to create a more effective governance structure for water service delivery to approximately 8,000 drinking water customers at 4,000 service connections and over 6,000 acres of agricultural production is essential. Any assistance or leadership that you can provide at the State level would be appreciated. A consolidated regional water district will better manage our water supply and ensure that safe, reliable and affordable water is available for all beneficial users. We look forward to your support of their efforts. Sincerely, John McCowen Board of Supervisors Chairperson