The URL can be used to link to this page

Home My WebLink About2017-10-24 - AGENDA REPORTS - MEDIAN REALIGNMENT, PROJ S 1047 (2)7�l Agenda Item: 8 CITY OF SANTA CLARITA Q:° AGENDA REPORT CONSENT CALENDAR 7, CITY MANAGER APPROVAL: fAl DATE: October 24, 2017 SUBJECT: MCBEAN PARKWAY MEDIAN REALIGNMENT, PROJECT S 1047 - AWARD DESIGN CONTRACT DEPARTMENT: Public Works PRESENTER: Damon Letz RECOMMENDED ACTION City Council: 1. Award the design contract to Anderson Penna for the McBean Parkway Median Realignment, Project S 1047, in the amount of $272,696 and authorize a contingency in the amount of $27,270 for atotal contract amount of $299,966. 2. Authorize the City Manager or designee to execute all documents, subject to City Attorney approval. BACKGROUND This proposed McBean Parkway Median Realignment project will design the realignment of the existing median on McBean Parkway, west of Orchard Village Road, and will include street improvements along the frontage of Henry Mayo Newhall Hospital. It will also resurface pavement on McBean Parkway in both directions. This work was funded as part of the Henry Mayo Hospital Master Plan. This project supports the Building and Creating Community theme of the Santa Clarita 2020 plan. A Request for Proposal (RFP) for design was issued on April 3, 2017. The RFP asked firms to identify their relevant experience with similar projects and demonstrate their approach for this design project. On April 27, 2017, four firms submitted proposals to the City of Santa Clarita (City). Staff reviewed the proposals and scored the firms on a 100 -point scale. The scoring system was based on understanding of the following: required scope of the work; Page 1 PacketPg. 37 key development items; potential issues and resolutions; the consultant's previous experience on similar projects and experience working with the City; qualifications of the project team and their resources; and organization of the proposal. Companv Score Location Design Cost Anderson Penna 90 Newport Beach, CA $272,696 Rick Engineering 85 San Luis Obispo, CA $263,022 Kimley Horn 79 Thousand Oaks, CA $321,322 Huitt Zollars 77 Los Angeles, CA $276,230 The top firm, Anderson Penna, demonstrated an in-depth understanding of the project needs and provided a detailed scope of work and approach to the project. Based on their design experience on previous City projects and the completeness of their proposal for this project, staff recommends the City Council award the design contract to Anderson Penna. The request contingency of $27,270 will cover costs for additional design efforts due to unforeseen conditions or conflicts uncovered during potholing and any requested scope changes to the project. California Government Code 4526 prescibes selection of architectural and engineering services to be based on demonstrated competence and professional qualifications necessary for the satisfactory performance of the services required and does not authorize the selection of professional architect and engineering services based on cost. ALTERNATIVE ACTION Other action as determined by the City Council. FISCAL IMPACT Adequate funds were appropriated as part of the Fiscal Year 2017-18 budget in expenditure account S1047306-5161.001 (Developer Fees) to support the recommended action. ATTACHMENTS Location Map Proposal from Anderson Penna (available in the City Clerk's Reading File) Page 2 Packet Pg. 38 N c;rY°fsANTA CLARITA R'E may' � . • y�� _ _ -f �,� , � � ��' s8 ° w w 'rte t` Proposal to Provide Professional Engineering Services for Preparation of Landscape Plans, Specifications and Estimate McBean Parkway Median Realignment Project 51047 �'ryMayo Newhall Hospital L_ .7n 01.25751. a April 27, 2017 Submitted by /— ANDERSON A PENNA • PARTNERS IN PROJECT DELIVERY• 3737 BIRCH STREET, SUITE 250 • NEWPORT BEACH, CA 92660 • 949 428 1 500 1 225 W. 190TH STREET, SUITE 255 • GARDENA, CA 90248 • 310 359 1203 WWW.ANDPEN.COM AS 1�# ilNL i� x,ss ONLY ONLY ONLY I KKN f �'ryMayo Newhall Hospital L_ .7n 01.25751. a April 27, 2017 Submitted by /— ANDERSON A PENNA • PARTNERS IN PROJECT DELIVERY• 3737 BIRCH STREET, SUITE 250 • NEWPORT BEACH, CA 92660 • 949 428 1 500 1 225 W. 190TH STREET, SUITE 255 • GARDENA, CA 90248 • 310 359 1203 WWW.ANDPEN.COM �_ \ ANDERSON • PENNA • PARTNERS IN PROJECT DELIVERY - April 27, 2017 Hoon Hahn, PE, Senior Engineer City of Santa Clarita 23920 Valencia Boulevard, Suite 300 Santa Clarita, CA 91355 Subject: Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Dear Mr. Hahn, AndersonPenna Partners, Inc. (APP) appreciates this opportunity to present our proposal for this project. APP has established a significant presence in Los Angeles County completing municipal public works engineering projects for numerous agencies. Moreover, APP's design experience on arterial roadway median and rehabilitation projects makes us a perfect fit for the design of the McBean Parkway Median Realignment Project. One of APP's discriminating factors is our desire to understand the project issues at the proposal level, so that we can provide the appropriate personnel and level of effort and so that surprises are eliminated or minimized during the design process. For this specific proposal, our effort has included: Review of the HenryMayo Spedfic Plan. Review of the City's Pavement Preservation Program and Median Landscaping in Santa Clarita. Review of the conceptual realignment plans for McBean Parkway. Detailed field reviews focusing on median geometry, landscaping and impacts to private property. Review of the existing infrastructure maps. As a result, we have identified several preliminary key design ideas which will enhance the design. Chris Bretall, PE, will serve as Project Manager and the City's single point -of -contact. He is responsible for day-to-day management of the project. Chris has nearly 30 years of experience in the design and management of transportation projects, including many with the City of Santa Clarita. As requested in the RFP, our proposal is a firm offer for a 90 -day period, and the proposed work will be performed at a "not - to -exceed" price. We have reviewed the City's professional services agreement (Exhibit 2) and deem it acceptable. We also acknowledge receipt of Addendum 1, dated April 20, 2017, and have provided a signed copy in the Appendix of our proposal. Our subconsultant DBE certifications and insurance certificate can also be found in the Appendix of our proposal. We look forward to serving the City of Santa Clarita on this significant project. Please feel free to contact Chris Bretall at (949) 205-7696 or at cbretall@andpen.com if you have any questions or need any additional information. We look forward to hearing from you and hope you find our enclosed proposal comprehensive and responsive to your RFP. Sincerely, AndersonPenna Partners 0,E. Stephen G. B m, PE Vice President, Municipal and Engineering Services 6L(Z5lx Chris Bretall, PE Project Manager 3737 BIRCH STREET. SUITE 250 • NEWPORT BEACH. CA 92660 • 949 428 1 500 WWW.ANDPEN.COM 1 225 W. 190TH STREET, SUITE 255 • GARDENA, CA 90248 • 31 0 359 1 203 CERTIFIED DBE Professional Services for Preparation of Landscape Plans, Specifications and Estimates fort he McBean Parkway Median Alignment Project 51047 1. Introduction Project Understanding McBean Parkway is a major six -lane arterial highway in the City of Santa Clarita that extends from Interstate 5 (1-5) on the west to Copper Hill Drive on the east with a posted speed limit of45 mph within the project limits. The project site is located approximately one mile east of the 1-5 Freeway and is adjacent to Henry Mayo Newhall Hospital. The project extends from 1200' feet west of Orchard Village Road to Avenida Navarre, a total project length of 2400'. As a condition of approval of the expansion of Henry Mayo Newhall Hospital campus, the hospital is responsible forthe dedication of right-of-way to the City along the frontage of McBean Parkway and for constructing various public street improvements including: 1) New bus turnout for westbound McBean Parkway, west of Avenida Navarre 2) Lengthen eastbound left turn pocket at McBean Parkway/Avenida Navarre 3) Lengthen northbound left turn pocket at McBean Parkway/Orchard Village Road 4) Widen southbound approach at the main hospital entrance to allow for exclusive left and right turn lanes 5) Install new traffic signal at McBean Parkway/Orchard Village Road 6) New westbound right turn lane at McBean Parkway/Orchard Village Road 7) Modify eastbound and westbound raised medians at McBean Parkway/Orchard Village Road to accommodate improvements 3) through 6) above 8) New Driveway along the north side of McBean Parkway approximately 800' west of Orchard Village Road 9) New westbound bus turnout/right turn pocket at New Driveway 10) Modify eastbound raised median at McBean Parkway/New Driveway Although shown on the Conceptual McBean Parkway Realignment Exhibit as proposed improvements, Items 1) through 6) have been recently constructed. To complete the remaining improvements, the hospital has provided an in -lieu fee to the City of Santa Clarita forthe design and construction of Items 7) though 10). The project requires both engineering and landscape architecture services and includes pavement rehabilitation for McBean Parkway throughout the project limits (Avenida Navarre to west of New Driveway). The scope ofworkwill include preparation of an updated concept plan, final plans, technical specifications and estimate (PS&E) forthe proposed street improvements. Project construction elements will include: curbs, gutters, drive approaches and sidewalks; rehabilitation of asphalt pavement, relocation of utilities, as necessary; median island landscaping, catch basin/storm drain reconstruction, the replacement of striping, pavement markings and signage, replacement of detector loops, and adjusting utilities to grade. Existing Conditions Based on our review of the project site and review of available documents, we have identified the following existing conditions within the project limits: 2 1 P a g e ANDERSON • PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Wheelchair Ramps Several wheelchair ramps within the project limits that have been recently constructed appear to be ADA compliant. The ramp at the southeast corner of McBean/Orchard Village does not meet current ADA standards. Utilities Storm Drain An existing storm drain located on the west side of Orchard Village Road begins at the intersection of McBean Parkway. The existing 21' catch basin located at the northwest corner of McBean Parkway/Orchard Village Road will require reconstruction for this project. Water Relocation/adjustment of existing fire hydrants, valves and appurtenant facilitieswill be coordinated with the Valencia Water Company who provides water service in this area of the City. Sewer Existing public sewers within the project limits are maintained by the Los Angeles County Department of Public Works Consolidated Sewer Maintenance District and the City of Santa Clarita. Adjusting manholes to grade will be required as part of the project work. Electrical/Telephone Southern California Edison provides electrical facilities within the project area: underground 16 -kilovolt lines and street lighting. An existing vault/vents and the street lighting will be impacted by the proposed widening along the north side of McBean Parkway. There is also existing underground telephone conduit in the sidewalk. The existing access manhole will require adjustment in the area to be widened. Natural Gas The Southern California Gas Company operates a 6 -inch medium -pressure gas main in McBean Parkway and a 4 -inch medium -pressure gas main in Orchard Village Road, terminating at McBean Parkway. Adjusting of existing valve coverswill be required. Below is a summary of anticipated utility impacts (relocations/adjustments): • Fire hydrants/Fire Department Connection • Water vaults/valves • UG Tel manholes/vaults • Streetlights • UG electrical/vents • Sewer MH's • SCE vault/vents • Gasvalves • Cable TV vaults/Pull Boxes 3 1 P a g e /i ANDERSON • PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Median Landscaping The shrub/ground cover areas within the existing raised medians have been allowed to go fallow in keeping with the statewide drought restrictions. Mature trees within the median have overgrown root structures that are encroaching into the curb areas. Our design will take this situation into account to minimize impacts to these trees. Pavement McBean Parkway pavement is in varying states of distress including edge failures, reflective cracking, alligator cracking and surface striping cracking will require rehabilitation and potentially reconstruction in some locations. Key Issues In addition to the following issues, refer to Figure 2. Project Issues Map on the following page. Raised Median Design/Geometry Betore the tinaI design can move torward, the locations and layout for the proposed medians need to be finalized. This requires the development of a final median concept plan. As part of our review of the current concept plan, we have run turning templates. For the intersection of McBean/Orchard Village, a WB -50 semitrailer was used for all movements and it appears the current geometry will work forth is vehicle. The new driveway on the north side of McBean Parkway should be designed to accommodate a smaller single unit truck. The realignment of the raised medians may create design issues thatwill be reviewed during the preparation of the conceptual plan: • Drainage patterns may be impacted and must be reviewed to ensure no low points are created • The proposed location of the median noses at McBean/Orchard Village creates an offset through the intersection. The intersection geometry, including nose widths, will be reviewed to determine if this condition can be improved. • The proposed median opening at the new proposed new driveway along the north side of McBean Parkway is designed to accommodate left-in/right-out movements only. However, the proposed geometry at the end of the median as shown on the concept plan needs to be modify to discourage left turns out. See Figure 1. Median Modification, for proposed modification of this median. LEGEND IER NRN RESTtIC M 77, J � w 40 IV o. ' Mce� �\ , Figure 1. Median Modification The median opening at the new proposed new driveway will be designed to meet the City's Median Landscaping Guidelines for sight distance (sight triangle) for a 55 -mph design speed. Because the horizontal curve is convex as vehicles approach, the criteria will be met as long as the height of the plants are kept below 30 -inches. 4 I P a g e ANDERSON • PENNA Q) Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Figure 2. Project Issues Map .sn :z-aa�s�a..ir -3 MM.. em-*:::.•vcarirac; -L"Jan -. *-•;�.,.. <. �xr�]I- ALM" . . `-tasphalt driveway access at this location. E riveway can be cted or reconfigu Jto dditional parking Proposed driveway will be designed to meet grades in adjacent parking lot. New location will impact parking lot circulation & landscaping and eliminate several parking spac Roadway widening will require removal of existing mature landscaping and relocation/ adjustment of existing utilities 0 Existing Fire Dept Connection serving the medical offices will be impacted by widening. Alternatives will be developed to protect in place. S I P a g e /i N ANDERSON • PENNA Widening of the west side of Hospital Main Entrance is required to accommodate an exclusive SB right turn lane onto McBean Parkway ry_ Existing pavement condition has deteriorated and rehabilitation will be required d throughout the project limits on McBean Parkway PO To accommodate new median geometry, a new traffic signal pole will be required at SE corner of McBean Parkway and Orchard Village Road Nib Existing median planted areas will be designed to meet current guidelines in "Median Landscaping in Santa Clarita" NI Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Median Landscape/irrigation Design It is anticipated that most, if not all, of the existing trees will remain with a limited number of new trees to be planted. The existing spray irrigation system within the medians will be demolished to allow for construction of anew system that meets the current City LMD design Guidelines as well as State regulations forth@ use of reclaimed water. The existing water meters, point of connection equipment, mainline and roadway crossing conduit will be assessed for protection, demolition, or re -use. Testing of the sub -grade early on during the Preliminary Investigation phase will be used to define how the sub -grade in the planted medians will be treated to ensure permeability in the planted section through the implementation of a sump or similar EPA compliant solution. To minimize the detrimental impact to the existing trees we envision that the existing grading condition will remain. This condition is a gentle crown with the root zone ofthe existing trees sitting slightly above top of curb. In reviewing the existing trees and available space we would not recommend to the City that a gentle Swale be provided due to the undulation in landform and the creation of localized depressions. It wil I also be important to protect the raised root crown ofthe existing trees where new median curb is being constructed. The existing medians include stamped and colored concrete that do not meet the most recent City Standard to provide decorative concrete pavers within newly constructed medians. It is anticipated that the existing stamped concrete will be removed and replaced with decorative concrete pavers meeting the City LMD Guidelines for Medians Design. The overall planting areas ofthe medians will be slightly expanded, allowing for implementation ofthe standard median shrub planting design. The median on Orchard Village Road is already being upgraded to incorporate decorative concrete unit pavers as part of a separate project now under design. In addition, this median is also being replanted and irrigated as part of that separate project. Therefore, we do not anticipate the median on Orchard Village being updated as part ofthis project. However, we anticipate all medians on McBean within project limits receiving upgraded landscaping and decorative concrete unit pavers. Pavement Rehabilitation The City has requested that non-destructive pavement evaluation be performed. However, it has been our experience that deflection testing can often provide recommendations that are not economically feasible. Because of our extensive experience in pavement rehabilitation projects, APP excels at evaluating and considering refinements to the recommendations in pavement reports to develop economical rehabilitation strategies and is an industry leader in the design and implementation of cost effective pavement rehabilitation strategies including cold -in-place recycling, full depth recycling and maintaining the existing aggregate base in place. In conjunction with the pavement evaluation report, we will explore options and provide the City with the best pavement solutions to maximize its budget. Depending on the application, these pavement alternatives can reduce paving costs up to SO percent or more overtraditiona I paving methods: • Full depth reclamation of the existing asphalt section • Reconstruction of asphalt over recompacted existing aggregate base • In-place cold recycling of exiting asphalt Traffic Signal Design Based on our review of the project site and the proposed geometry, a preliminary analysis of the signal mast arm lengths and vehicle head locations for east and westbound is as follows: Westbound: The new signal mast arm length and vehicle heads recently installed forwestbound trafficwill align the heads correctly with the new lane alignment.A second westbound through vehicle head should be added to the signal mast arm on the unused pipe tenon. 6lPage ANDERSON - PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Eastbound: The existing signal mast arm length will be approximately 10' short of the center of the new left -turn pocket and vehicle head locations for eastbound traffic will not properly align with the new lane alignment. Most likely a second eastbound through vehicle head could not be added to the existing signal mast arm because the head location would be incorrect and the mast arm loading may preclude it. As a result, a traffic signal modification plan for McBean Parkway at Orchard Village Road will be required to install a new Caltrans 29-5-100 signal pole with a 50' signal mast arm for eastbound traffic. The new signal pole/signal mast arm is necessary to align the vehicle heads with the new lane alignment. A second through vehicle head will also be added to the signal mast arms for both the east and westbound directions to increase visibility for the third travel lane, and the existing video detection zones will be realigned to the new lane alignments. An alternative to replacing the signal pole/signal mast arm for eastbound traffic that will be explored with the City is installing a programmed visibility head for the eastbound left -turn with head programmed and angled towards the left turn lane; however, with this alternative the through vehicle head will not align with the through travel lanes. The preferred method of installing the new signal pole/signal mast arm is to install it next to the existing signal pole to maintain the existing signal operation until the cutover to the new signal equipment. This approach assumes that there is enough room for the new foundation and that there are no underground conflicts. To avoid costly delays and the re -ordering of the signal pole/signal mast arm, potholing is advised in these situations to verify the existing conditions and location of utilities before ordering the signal pole/signal mast arm. Another method of installing the new signal pole/signal mast arm is to install it in the same place as the existing signal pole/signal mast arm. The existing signal pole/signal mast arm would require removal, which means installing temporary traffic signal equipment to maintain the existing operation of the traffic signal. For the McBean Parkway/Orchard Village Road traffic signal this would involve the use of a temporary wood pole and span wire to position the vehicle heads during the signal construction. This method is not preferred as it increases the overall project costs. McBean Parkway Widening The proposed widening on the north side of McBean Parkway will impact the frontage of the adjacent medical building complex. Although the right-of-way has been dedicated by the property owner, there will be impacts to landscaping, signage, utilities, pedestrian access and parking. We have assumed that the design will be limited to joining the adjacent property and that no reconfiguration of the parking lots will required. Based on our site visit, it appears the Fire Department Connection near the Hospital Entrance may be within the proposed right-of-way. We will review the geometry in this area and develop alternatives to avoid the relocation of this facility. 7 1 P a g e ANDERSON • PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 2. Qualifications of Firm and Assigned Staff AndersonPenna Partners, Inc. APP is a multi -disciplined engineering firm that specializes in project delivery for local and regional public agencies and special districts throughout southern California. With an emphasis on practical, experienced and cost effective solutions, APP capabilities range from local agency public works improvements, to major transportation projects and public building facilities projects, as well as managing multi -project capital improvement programs for public agencies. Our team of professionals provides civil engineering planning and design, plan review and plan check services, construction oversight and inspection, project and construction management, code enforcement and grant application and management. Our clients range from various cities and counties to transportation agencies and special districts. APP also provides staff augmentation for publicworks and planning departments and federal compliance for federally funded projects. We are a California corporation that has been in business since 2005, and are a woman -owned DBE and Certified SBE. We are headquartered in Newport Beach, CA with more than 75 employees operating out of Southern California. Services will be managed out of our Newport Beach office near the John Wayne airport, however we also have offices in Los Angeles County in the City of Gardena, as well as in the City of Riverside, where additional staff are housed. Professional Competence of Key Personnel Our staff is comprised of professionals with extensive experience working directly for public agencies. We currently have contractswith 61 public agencies.0urfamiliarity and know-how gained byworking side-by-side with local and regional agency staff, in developing collaborative relationships with community and business stakeholders, and by partnering effectively with state and federal regulatory agencies, delivers successfully completed projects and services, well-managed budgets and thoroughly satisfied stakeholders and clients. APP is both experienced and technically current in the design, construction, rehabilitation, and maintenance and funding of roadways, storm drains, water and wastewater facilities and systems. In addition, our staff is fully versed in technical studies for roadway and utility projects, hydrology and hydraulic modeling studies, master plans for sewer, drainage and roadways, capital improvement program management, permitting and funding assistance, supportwith project advertisement for bid and supporting construction and coordination with utilities, neighboring agencies and regulatory agencies. APP tailors its management approach to carefully monitor program effectiveness, and closely trackwork quality, quantity, and cost. Delivering projects under aggressive schedules requires careful management, administration, and oversight of project development teams from inception to completion with committed, complete ownership of all aspects. A summary of APP Professional Services includes: Civil Engineering Design Program Management, Construction Management, Inspection Project Management or Staff Augmentation for Public Works/Planning Plan Review and Plan Check Code Enforcement Consulting Financial Consulting and Grant Administration 8 I P a g e /i ANDERSON • PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Team Organization The APP team's Project Manager, Chris Bretall, PE and the City's point of contact, has substantial experience working for the City of Santa Clarita as well as other Los Angeles County cities, including Long Beach, Santa Fe Springs, La Mirada and Los Angeles. Chris' nearly 30 years of working on civil engineering projects has been almost exclusively focused on public works projects for local municipalities. He has had significant roles providing management, coordination and detailed design. Chris has established a reputation for providing design documents that are thorough and complete. The subconsultant firms and personnel listed have current relevant experience with similar projects in Southern California and extensive working relationships with each other. Resumes of key personnel begin on page 13 of this proposal. Potholing Boudreau Pipeline Corp. Jim Mind 23 years experience Survey Kelsurveys, Inc. Kelvin Kitaoka—PLS 35 years experience Mr. Hoon Hahn, PE Principal -in -chaise Stephen Badum, PE 35 years experience ANDERSON ...,....... PENNA M ANDERSON ENNA ,—.. . ........................1. AN Traffic Pavement Advantec Consulting LaBelle Marvin, Inc. Engineers Steven Marvin, PE Mark Esposito, PE, TE 35 years experience 34 years experience Landscape Architecture WaterQuaiity Pacific Coast Land Design Walden & Associates Mike ZielsdorfI RLA Marcos Padilla, PE 16 years experience 12 years experience 91Page /i --%, ANDERSON - PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Subconsultants The following subconsultants have worked together with APP on several similar projects. Each has been selected for the specific experience and talent they will bring to the City's median improvement project. 11 t: Contact/Phone1FunctionApprox. ADVANTEC Consulting Engineers, Inc.* Mark Esposito, PE, TE Traffic $30,000 1200 Roosevelt, Irvine, CA 92620 (949) 861-4999 Boudreau Pipeline Corp. Jim Mihld Potholing $10,000 463 North Smith Ave., Corona, CA 92880 (951) 493-6780 Kelsurveys, Inc.* Kelvin Kitaoka, PLS Survey $30,000 1740 E. Garry Ave., #110, Santa Ana, CA (949) 660-8016 92705 LaBelle Marvin, Inc. Steven Marvin, PE Pavement $20,000 2700 S. Grand Ave., Santa Ana, CA 92705 (714) 546-3468 Engineering Pacific Coast Land Design, Inc. Mike Zielsdorf, RLA Landscape $60,000 3639 Harbor Blvd., Ste. #107, Ventura, CA (805) 644-9697 Architecture 93001 Walden &Associates Marcos Padilla, PE Water Quality $10,000 2552 White Road, Ste. B, Irvine, CA 92614 (949) 660-0110 ADVANTEC Consulting Engineers (ADVANTEC)will be providing traffic ADVANTEC engineering for our team. ADVANTEC has assisted over 105 Southern CA COfzeultingEngineers municipalities in meeting their transportation engineering needs. Demand for improving traffic flow on highways to expansion of highway and transit systems has put ADVANTEC's technology-based approach towards problem solving into success for all our clients. Their civil engineers specialize in providing these solutions as part of their firm's areas of practice: freeway and ramp, operational improvements, arterial highway congestion relief/fact sheets, Traffic Studies/Traffic Management Plans, and Project Study Reports/Project Reports. Their company's continued success relies upon a business model that offers strong principal involvement, client centered responsive services and project leadership bringing together the right blend of talent on every project. BoudreaupPipeline Corporation (Boudreau) is proud to have built the wet utility and storm drain infrastructure that su ortssomeofSouthern PIPELINE CORPORATION California's most recognizable private and public development projects. By completing these projects safely, on time and within budget, they've earned the reputation for being the most trusted wet utility contractor in the region. Kelsurveys, Inc. (Kelsurveys), a land surveyor consultant, is an S- � c Corporation, a Nevada Corporation formed in 2001, operated solely Kelvin InKitaoka, President. Their office resides in the City of Santa Ana, CA. Kelsurveys surveys is diverse in performing many survey tasks that involve GPS Network Controls, Boundary, ALTA, Record Mapping, FEMA's Letter of Map Amendments (LOMA) Applications, Marine Batter Pier, high rises (max. five -stories), topography, design street surveys, construction, aerial controls, legal's and sketch, lot line adjustments, and as - built surveys. They are approved by the California Unified Certification Program (CUCP) #34096, as a Disadvantaged Business Enterprise (DBE) as defined by the US Department of Transportation (DOT) CFR 49 Part 26. 10 1 P a g e ANDERSON • PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 LMLaBelle Marvin, Inc. (LMI) is the most distinguished full-service pavement engineering firm situated in Southern California, with over 46 years of experience in all pavement related projects serving local, state, and national clients. Established in 1969, LaBelle Marvin, Inc. is ideally qualified to provide all LaBelle Marvin necessary technical services specializing in pavement engineering, material testing, design, and pavement evaluations. The strength of LaBelle Marvin lies in our in-house capabilities including our full-service Caltrans certified soils and asphalt concrete laboratory, Falling Weight Deflectometer deflection testing equipment, Ground Penetrating Radar GPR, coring and boring machinery, and the expertise of our multidiscipline engineering department. Pacific Coast Land Design, Inc. (PCLD) has broad community planning/design and CIP experience over a span of more than 30 years. PCLD's strength in leading Pacific Coast Land Design, Inc. the development of complex, unique public projects is our most important Lentlicape ArchltecNre • Urban Design • Er A...Md Planning attribute. In developing the City of Santa Clarita's Design Standards for Medians, PCLD utilized its knowledge of maintenance practices and goals for the design of streetscapes throughout the southern California region. PCLD has an unparalleled understanding of Southern California plant palettes and water reduction practices adapted for the individual climates within the southern California region. PCLD has extensive experience in the Southern California region and a proven record of transportation and public focused project work including, pedestrian/bicycle infrastructure, streetscapes supporting Transit Oriented Development, and numerous Capital Improvement Projects. '%&ZALDEN & Walden &Associates (Walden) was founded by Dave Walden in his garage in 1975. Walden's wIMSSOCIATES team of engineers, land surveyors and administrative support have been committed to providing a comprehensive range of professional design services and excellent client service. Walden provides the following services for residential, office/commercial/industrial, public works/redevelopment, institutional/recreational/parks projects: land development and public works; grading and drainage; water and wastewater; entitlements; mapping; field surveying and land planning. Relevant Project Experience Client/Reference: City of Anaheim Cesar Carrillo, Principal Engineer 200 S. Anaheim Boulevard Anaheim, CA 92807 (714) 765-5148; ccarrillo@anaheim.net Project Dates: Start: 2016 Complete: Ongoing -2017 Services: Engineering Design Team Members: Matt Stepien, PE — Project Manager Chris Bretall, PE — QA/QC Joe Buckner, PE, PLS — Project Engineer/ ROW APP is providing engineering design services for the Lincoln Avenue Widening project, which will widen 3,000 feet of Lincoln Avenue from East Street to Evergreen Street. The project includes the design of median, street, traffic, storm drain, landscape and private property improvements as well as the preparation of an alignment study, traffic study, legal descriptions and a Water Quality Management Plan. 11IPage /i ANDERSON • PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Valley View Avenue near Alondra Boulevard, one of two project locations. Client/Reference: Los Angeles County Metropolitan Transportation Authority (Metro) Noe Negrete, Director of Public Works City of Santa Fe Springs, (562) 868-0511 nnegrete@santafesprings.org Project Dates: Start: 08/2016 Complete: Ongoing Services: Final plans, specifications and estimates Team Members: Chris Bretall, PE - QA/QC Matt Stepien, PE — Project Manager Teresa Kelley, PE — Project Administrator Bob Merrell, PE — Drainage Joe Buckner, PE, PLS — Project Engineer Miguel Hurtado, EIT — Design Engineer APP is providing professional engineering services to complete the PS&E for two intersection improvement projects led by LA Metro in collaboration with the Cities of La Mirada and Santa Fe Springs. The intersection improvements are at two Valley View Avenue locations, Alondra Boulevard and Rosecrans Avenue. The improvements proposed for the Valley View Avenue and Alondra Boulevard intersection include modification to raised medians, streetwidening on the south side of the street and restriping Alondra Boulevard to provide dual left -turn pockets, two through lanes and a through plus right - turn lane in the westbound and eastbound direction. At Valley View Avenue and Rosecrans Avenue, improvements include restriping Rosecrans to provide a right -turn lane, two through lanes and a left -turn lane in both the eastbound and westbound directions. Client/Reference: City of Downey City of Downey, Department of Public Works Desi Gutierrez 11111 Brookshire Avenue Downey, CA 90241 (562) 622-3468; dgutierr@downeyca.org Project Dates: Start: 2016 Complete: Ongoing Services: Roadway and Median Design Team Members: Matt Stepien, PE - Project Manager Joe Buckner, PE, PLS — Project Engineer APP is providing the City of Downey with the design of roadway rehabilitation and median improvementsfor Firestone Boulevard from the west City limits to Old River School Road. The project included median and parkway landscaping, roadway rehabilitation, median construction, a traffic study, and water and concrete improvement construction. 12 ( P a g e /i ANDERSON • PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 57047 Resumes Chris Bretall, PE I APP — Project Manager Education: BS/1987/Civil Engineering/California State University, Fullerton Registration: 1987/PE/Civil/CA C41824 Chris Bretall, PE, has nearly 30 years of project management, design and oversight experience on a wide variety of transportation projects for various southern California municipalities, counties and transportation agencies including the City of Santa Clarita, City of Los Angeles, OCTA and the Los Angeles County Metropolita n Transit Authority (La Metro). His background includes design and project management of arterial street improvements, freeway improvements and grade separations. Chris manages diverse teams that deliver project study reports, project reports and PS&E packages provides engineering services during construction. He has extensive knowledge of agency standards and regulatory and third party coordination requirements. RELEVANT EXPERIENCE 1-605 Arterial Hotspots in the Cities of La Mirada and Santa Fe Springs, LosAngeles County Metropolitan Transportation Authority (LA Metro), CA. Quality control managerforthe preparation of PS&Efortwo intersection improvement projects led by LA Metro in collaboration with the Cities of La Mirada and Santa Fe Springs. The intersection improvements are at two Valley View Avenue locations, Alondra Boulevard and Rosecrans Avenue. The improvements proposed for the Valley View Avenue and Alondra Boulevard intersection include modification to raised medians, street widening and restriping. Six ATP Projects, Bureau of Engineering, City of Los Angeles, CA. Project managerfor the pre -design, design and provision for technical assistance during construction associated with the delivery of six projects funded throug h the ATP that have a combined construction cost of $23 million. The effort included four Safe Routes to Schools Infrastructure Improvements projects, Hollywood Western Pedestrian Improvements a nd City of Los Angeles Little Tokyo Pedestria n Safety Improvements. Railroad Avenue Improvements, PS&E, City of Santa Clarita, CA. Project managerfor design a nd right-of-way services for improvements to Railroad Avenue. The project included the realignment of Railroad Avenue, pavement reconstruction, drainage improvements, the installation of new traffic signals/street lighting, landscaping and right-of-way acquisition. Columbia Avenue/Iowa Avenue Improvements, PS&E, City of Riverside, CA. Project managerforthe planning and final desig n of a new g rade separation at the BNSF tracks. The project included construction of a precast box girder bridge overpass with MSE walls. Services included traffic signal design, new sewer, water line, electrical u ndergrounding, storm drain, construction of a new RCB box culvert for the Riverside Canal, extensive utility relocations and right-of-way acquisition. Birch Street/State College Intersection Widening, PS&E, City of Brea, CA. Project manager responsible forthis project that added left turn lanes to provide dual left turn movements in the EB and WB directions on Birch and extended the length of the SB dua I left turn lanes on State College. The project a Iso added right turn lanes for EB, WB and NB traffic, and removed/ modified and replaced the raised med Ian curbs. Right-of-way acquisition was also required. Bristol Street Widening, PS&E, City of Santa Ana, CA. Project managerfor the widening of a one -mile existing four -lane roadway to six lanes. The project included bridge widening/rehabilitation, channel improvements, drainage modifications, traffic signal modifications, median landscaping/ irrigation and the construction of a linear park adjacent to the street right- of-way that included landscaping and soundwall design. Beach Boulevard PS&E, Huntington Beach, CA. Project managerforthe rehabilitation/widening of a six -lane highway to eight lanes as part of OCTA's Smart Street Program. The project included pavement rehabilitation, spot widening of major intersections, median reconstruction, pavement restriping and traffic signal modifications. 131Page ANDERSON - PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Matt Stepien, PEI APP —Quality Assurance/Quality Control Education: BS/1979/Civil Engineering/California Polytechnic University, Pomona Registration: 1982/ PE/ CA #3SSOO Matt Stepien has over 30 years of civil engineering experience with an emphasis on the design and management of municipal roadway and infrastructure improvement projects. He has been responsible forth@ preliminary and final design of numerous roadway and utility projects, including several projects for the City of Downey that have involved significant roadway, traffic, sewer, storm drain, landscape, med ian, and lighting elements. RELEVANT EXPERIENCE Lincoln Avenue Widening Design, City of Anaheim, CA. Project ma nager providing engineering desig n services for the Lincoln Avenue Widening project, which will widen 3,000 feet of Lincoln Avenue from East Street to Evergreen Street. The project includes the design of median, street, traffic, storm drain, landscape a nd private property improvements as well as the preparation of an alignment study, traffic study, legal descriptions and a Water Quality Management Plan. Firestone Median Improvements, City of Downey, CA. Project Managerfor the design of roadway rehabilitation and med ian improvements for Firestone Boulevard from the west City limits to Old River School Road in Downey. The project included med ian a nd parkway landscaping, roadway rehabilitation, median construction, a traffic study, a nd water and concrete improvement construction. Imperial Highway Median Improvements, City of Downey, CA. Project Manager forth@ design of median and parkway improvements for a 1.5 -mile segment of Imperial Highway. The improvements included extensive landscaping. Joe Buckner PE, PLS, QSD I APP — Project Engineer Education: BS/1986/Civil Engineering/California State University, Fullerton Registrations: 1989/PE/CA #45531;1995/Professional Land Surveyor/CA #7206 Joe Buckner, PE, PLS, QSD, has more tha n 28 years of experience in planning and design of local streets a nd arterial streets, including the d iscipline areas of right-of-way engineering, grading, sewer, water and storm drains. RELEVANT EXPERIENCE Richmond Street Arterial Improvements, EI Segundo, CA. Project engineer responsible for providing engineering services for Richmond Street arterial improvements located between EI Segu ndo Blvd. and Holly Ave. within the downtown area for 1,600 lineal feet with 60 feet of street and sidewalk width. Design work includes street, sidewa Ilk, parking, survey, traffic and landscape improvements. A critical issue is solving the impacted downtown parking problem by engaging the community in outreach meetings and providing street, sidewalk, and parking design solutions. Bristol Street Median Improvements, City of Costa Mesa, CA. Project engineer for preparation of over 3,000 feet of median improvements on Bristol Street adjacent to the high-profile The Camp and The Lab commercial developments. Project included significant public participation and coordination with Caltrans. Lincoln Avenue Median Beautification Project, City of Anaheim, CA. Responsible for the management and design of conceptual desig n and final construction documents. The project consisted of approximately 4.0 miles of roadway where median modifications and planting were implemented perthe City's Master Plan forth@ corridor. New median openings were designed at key locations while existing openings were closed where traffic movements were minimal. Conceptual planswere prepared in conforma no@ with the master plan and processed through the City for approval priorto the construction document phase. Plans included typical sections, plan and profiles, signing and striping, signal modifications, traffic control, irrigation, planting, specifications and estimates. 141Page /i --%, ANDERSON - PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 57047 Jim Milhd I Boudreau Pipeline Corporation — Potholing Certifications: National Association of Corrosion Eng ineers (NACE) International, 2003 OSHA's 19CFR 1910.146 permit required confined space compliance Jim Mihld has 23 years of experience in underground utility location. Jim provides project management and estimates for subsurface utility engineering projects for Bordereau Pipeline Compa ny. During his career, he has served as gas technician, vac rig foreman, general foreman, and field superintendent. He holds an active registration with the National Association of Corrosion Engineers (NACE) International and he is trained to comply with OSHA's 19CFR 1910.146 permit required confined space. Alameda Corridor, LosAngeles County, CA. Supervisor of crews working fortwo private consulting firms on the Alameda Corridor project. Work involved the positive location of more than 1,100 pipelines and substructures using vacuum excavation. 1-15/1-215 Devore Junction Improvements Project, San Bernardino County, CA. Supervisor of crews working with private consulting firm on the Devore Junction Improvements Project. Work involved the positive location of over 200 pipelines and substructures utilizing vacuum excavation. Iowa Avenue Grade Separation, Riverside, CA. Supervisor of crews working for private Engineering firm on the Iowa Avenue Grade Separation Project. Work involved the positive location of over forty pipelines and substructures utilizing vacuum excavation. Magnolia Street Grade Separation, Riverside County, CA. Supervisor of crews working for private engineering firm on the Magnolia Street Grade Separation Project. Work involved the positive location of more than 30 pipelines and substructures utilizing vacuum excavation. Mark Esposito, PE, TE I ADVANTEC -Traffic Education: Engineering Technology/1995/Discipline/California State Polytechnic University, Pomona Registrations: 2007/Professional Traffic Operations Eng ineer/US #2137 2006/Civil Engineer/CA #C69921; 2003/Traffic Engineer/CA #TR2169 Mark Esposito, PE, TE, is a seniortraffic engineer/project managerforADVANTEC Consulting Engineers (ACE). His areas of expertise are signal design and signal operations, i23ncluding the development, implementation and calibration of synchronization timing. Otherareas of expertise includethe design of signing, striping, lighting, and traffic control, including the preparation of project plans, specifications and estimates. RELEVANT EXPERIENCE McBean Road Landscape Median Improvement Project, City of Pico Rivera, CA. Served as traffic task ma nager and was responsible for preparation of a traffic analysis and PS&Eforthree traffic signal modification designs, and a signing and striping plan associated with the roadway widening and center median improvements along McBean Road between Passons Boulevard and Lakewood -Rosemead Boulevards. This was a federally funded (HSIP) project ju risdictionally sha red between the Cities of Pico Rivera and Downey. Ball Road/Taft Avenue Traffic Signal Synchronization Project, Orange County, CA. Improvements for this critical I I - mile stretch of the project segment included optimized traffic Signa I timing and new traffic signal equipment, new signal controllers, fiber optic cable and Ethernet switches, Closed Circuit Television (CCTV) cameras, a Blue Tooth travel -time system, Adva nced Traffic Management System (ATMS) licensing and emergency vehicle pre-emption devices. Benefits gained by improving traffic flow included reduced vehicle operating costs, reduced fuel consumption and improved air quality. Harbor Boulevard at Gisler Avenue Widening and Signal Modification Project, City of Costa Mesa, CA. Served as traffic manager responsible for the preparation of traffic signal modification and cantilever overhead sign PS&Efortwo different phases of work. 15lpage /i --%, ANDERSON - PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 57047 Steven Marvin, PE I LaBelle Marvin, Inc. — Pavement Education: BS/Civil Engineering/California State University, Long Beach Registration: PE/Civil/CA#30659 Steven Ma rvin, PE, has more than 35 years of experience in pavement eng ineering including pavement management, engineering design, construction inspection and material testing. Steven, serves as president of LMI and has received numerous honors for his work with asphalt concrete. He oversees fina I qua lity control for all data and inspections performed by LMI operations ofthe asphalt concrete laboratory, field sampling, pavement evaluations and testing of roadway, aggregate and subg race materials, soil stabilization design and evaluation, pavement design, rehabilitation design for existing pavement systems and complete investigations of material and/or design caused pavement failures. Long Beach Boulevard, City of Long Beach, CA. Review of cross section challenges by the design team revealed certain existing crown, cross slope and Y4 crown issues, which prevented or severely limited use of asphalt concrete overlay to completely address site conditions. Alternative methods of rehabilitation considered included use of selective cold milling of the pavement surface to moderate crown and cross slope. The crown issues also placed severe limitations on the potential thicknesses of asphalt concrete level course(s) and new wearing surface thicknesses. The purpose of this investigation was to determine the present support characteristics at the existing PCC joints and cracks, docu ment the existing pavement thicknesses, document the presence of potential voids below pavement. The scope of work included a combination of visual evaluation, pavement strength testing (FWD) and component analysis, field coring a nd boring sampling, laboratory analysis, pavement evaluation, ground penetration radar and the final report. Brookhurst Street, City of Anaheim, CA. This project involved widening and construction of raised median improvements, combined with resurfacing of Brookhurst Street from Katella Avenue to Ball Road is planned soon. The purpose of this investigation is to provide a comprehensive eva luation of the cu ne nt structural integrity of the travel lanes, combined with developing corresponding structural section requirements for planned widening. The measured structural conditions may then be combined with existing visible pavement distress and any existing geometric limitations or requirements to develop final improvement recommendations. The scope of work included a combination ofvisua I evaluation, pavement strength testing (FWD) and component analysis, field coring and boring sampling, laboratory analysis, pavement evaluation, structu ra I section rehabilitation and replacement structural section designs, CAD improvement drawings and the final report. Kelvin Kitaoka, PLS I Kelsurveys, Inc. — Survey Education: AS/Land Engineering -Surveying and Mapping/1990/Land Surveyor/Rancho Santiago College, Santa Ana, CA Registration: LS/1989/Land Surveyor/CA #6178 Kelvin Kitaoka, PLS, Founder and President of Kelsurveys, Inc. brings more than 35 years to the surveying profession. His extensive experience has specialized in topography a nd boundary surveys on the Big Island of Hawaii and California. He has been involved in numerous pre -design base mapping surveys so other professional disciplines responsible for the planning, engineering, feasibility studies, design and preparation of plans and specifications, can utilize his base mapping information. The accumulated knowledge and experience is applied to ensure high quality and timely delivery offinal survey documents. Arterial Pavement Rehabilitation, City of San Juan Capistrano, CA. Provided survey services for cross sections, survey of existing coross gutters to be replaced as well as curb ramps. The project includes preparing plans, specifications a nd cost estimates (PS&E) forth@ rehabilitation and resurfacing of streets as part ofthe City's Arterial Pavement Rehabilitation Project (CIP IS] 09) for Fisca I Yea rs 2014 -IS and 2015-2016. Residential Streets Rehabilitation Program for Year 2015-16, City of Buena Park, CA. Performed as su rveyor-in- charge forth@ $2 -million, topographic street design survey, construction staking and monument preservation tasks covering the pre and post construction corner record survey and filings in compliance with the Professional Land Surveyor's Act. The coverage consisted of streets within a pproximately 10 subdivision tracts. 161Page ANDERSON - PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Mike Zielsdorf, RLA I Pacific Coast Land Design —Landscape Architecture Education: Bachelor of Landscape Architecture/2001/California Polytechnic State University, San Louis Obispo Registration: 2014/RLA/2014/Landscape Arch itectu re/CA #6044 As CEO and principal -in -charge, Mike is the center of Pacific Coast Land Design's day today operations and responsible for QA/QC. Mike has sixteen years of experience and has managed many public and private projects since joining PCLD in 2004, including the Old Town Newhall streetscape renovation and Santa Paula Mill Plaza. Mike has extensive construction administration experience and helps to guide the office production for our multiple ongoing projects. Main Street Newhall & Roundabout, City of Santa Clarita, CA. Principal -in -charge for this $2.1 -million streetscape improvement project (construction cost for pedestrian and landscape treatments). Design documents and construction administration for nine -block redevelopment district. Main Street's renovation is the first step into the transformation of historic Newhall into a mixed-use tra nsit-oriented development. The project won the APWA's BEST project of the year for Southern California in 2011 and again in 2014. Valencia Boulevard Median Refurbishment, City of Santa Clarita, CA. Pri ncipa I -in -charge for this $1.8 -million median beautification project. The project included turf removal and water -use reduction median renovation that featured the use of drought tolerant and adapted plantings. Irrigation design accommodated future connection to reclaimed water source. Railroad Avenue Medians, City of Santa Clarita, CA. Principal -in -charge forthis $950,000 median beautification project that included 1.5 miles of median upgrades. Managed consultant team responsible with design of new medians and traffic signal modifications to accommodate the corridor beautification. Marcos Padilla, PEI Walden & Associates —Water Quality Education: BS/2004/Civil Engineering/ California State University, Fullerton, CA Registrations: PE/ CA #80426 Marcos Padilla, PE has more than1S years' broad engineering experience required to produce construction documents. He specializes in stormwater quality compliance and NPDES permit requirements. To comply with the latest EPA regulations, Marcos continuously stays current on the latest developments in stormwater management and compliance. Taking projects from a preliminary design concept through final design including construction documents and all required design information (supporting calculations and reports for hydrology/hydraulics modeling, water d istribution systems, sanitary sewer systems, earthwork, retaining walls a nd cost estimates) is just one of his many strengths. Marcos leads the storm water complia nce segments of all projects within Wa Iden & Associates. Lincoln Avenue Widening, City of Anaheim, CA. Storm water quality project engineer (sub -consultant to APP) for grading, street, sewer, water a nd storm drain design for both small a nd large-scale pu blic works and park projects. Lead the storm water compliance segments of all projects within Walden &Associates. The purpose ofthe project is to widen Lincoln from a four to a six -lane divided roadway from East Street to Evergreen Street. The widening is intended to improve the arterial's level of service to "A", with a volume to ca pacity ratio of 0.53. The improvements will u Itimately reduce vehicular traffic congestion a nd enhance the traffic flow along the corridor. Parkmead Reconstruction, Santa Fe Springs, CA. Project engineer (sub -consultant to APP) for grading, street, sewer, water and storm drain design for both small and large-scale pu blic works and park projects. Lead the storm water compliance segments of all projects within Wa Iden & Associates. Rosecralrs/ValleyView Widening, La Mirada, CA. Project engineerfor grading, street, sewer, water and storm dra in designfor both small and large-scale public works and park projects. Lead the stormwater compliance segments of all projects within Walden & Associates. 17IPage /i --%, ANDERSON - PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 3. Work Statement Task 1: Preliminary Investigation Subtask 1.1 Research A thorough search ofthe available records will be conducted to acquire relevant data to assist in the design ofthe project. The information accumulated will include as -built drawings, utility information, and horizontal and vertical control data. APP staff has already assembled some of this information in the preparation ofthe proposal. Subtask 1.2 Field Review The Project Teamwill reviewthe project inthefield to evaluate existing conditions, including damaged concrete improvements, and take photographs of potential problem areas or items that need special attention. The photographs will be filed in photo albums. The albums serve as a constant reference during design and are invaluable when discussing issues at meetings. As a part ofthe field review, key existing surface topographical features perthe survey data will be verified. Any discrepancies will be noted and resolved with the surveyor. Subtask 1.3 Utility Coordination Utility research and notification will consist ofthe following tasks: • Transmit lettersto utility companies notifying them ofthe project and to receive plans of existing utility facilities. • Obtain plans showing location and size of all utility lines and appurtenances within the project area. • Plot utilities on base map. • Cross-check plotted locations above with field review information to verify that existing lines are shown in the proper location. • Coordinate with utility owners to determine potential conflicts and identify potholing locations, if needed. • Upon completion of preliminary construction plans, which will show all existing underground and overhead utilities, transmit to each utility company to verify location of utility facilities and coordinate relocation of facilities affected by the project. • Upon approval ofthe final construction plans, transmit to each utility company having facilities inthe project area. The letterwill identify anticipated bid dates, start of construction and whetherthe facilities will require relocation priorto or in conjunction with the construction ofthe project. Coordination with the utilitieswill continue throughout the design ofthe project. Notices will besenttoall franchise utilities thatwill be impacted bythe project, requesting the relocation and/or adjustment ofthe pertinent facilities. Required relocations/adjustments will also be noted in the project specifications so that the Contractor will be aware of utility work to be done by others. Relocation plans of affected facilities will be prepared by the respective utility company and coordinated with the project plans. The adjustment/relocation offacilities such as manhole/va Ive covers, fire hydrants, water meters and water lines will be shown on the plans a nd/or addressed in the specia I provisions. Subtask 1.4 Design Survey Aerial Mapping We will set Aerial Control Panels and provide horizontal and vertical control. The project datums will be California State Coordinate System and Benchma rk Network NAD 1983 (2011.00 Epoch) for the Horizontal Datum and NAVD 1988 for the Vertical Datum. Planimetric mapping will be produced at a sca le of 1"=20'. This level of mapping will show basic street features. Any features not picked up on the aerial photos will be supplemented and identified during the ground survey and field review. lglpage ANDERSON . PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Ground Surveys We will supplement the aerial mapping with cross sections along McBean at 2S -foot intervals a nd include all grade breaks. The grou nd surveys will include shots on all BCR's, ECR'S, driveways, curb drains, a nd a II visible utilities. The survey shall NOT include the Standard monumentation and record mapping requirements (Record of Survey) of the California Professional Land Su rveyor's Ad. Subtask 1.5 Pavement Analysis Pavement Coring and Soil Boring Pavement coring of the in-situ roadway materials shall be performed to determine pavement thicknesses and to obtain samples of the alpha It concrete, aggregate base (if present), a nd subgrade materials forfurther analysis. • A total often (10) pavement coring and subsurface sampling locations will be performed at pre -selected locations throughout the roadway segment, within all travel lanes, to determine the thickness ofthe existing structural section. Borings extend to a maximum four (4') foot depth from finish surface. Sample locations will be backfilled and patched with asphalt concrete, per City requirements. • Pavement cores, aggregate base (where present) a nd subsurface soils shall be la beled and transport back to our lab forfu rther a nalysis. • Underground Service Alert (USA Dig -Alert) will be notified and a meeting held, if requested, with concerned utilities to relocate test sites as necessary. Sample locations will be backfilled and patched with asphalt concrete, per City requirements. • Traffic Control shall be provided perWATCH standards. Laboratory Testing Subgrade soil samples taken in the field will be identified, labeled and measured during the sampling process. Evaluation of the present pavement thicknesses utilizing component analysis with R -value data will be combined with future traffic estimates (Traffic Index provided by Client) for design and development of suitable, alterative replacement sections. The following laboratory tests will be performed: • Moisture Content • R -Value In -Place Strength Testing/Deflection Testing As requested in the RFP, in-place deflection testing will be performed. Non -Destructive Pavement Deflection (CA 3S6) data shall be gathered from each existing traveled lane on each roadway segment at specific testing intervals using the 11LS Falling Weight Deflectometer, imposing a series of 9,000 pound loads per California Test Method 3S6. • Data obtained will include ten (10) sensor readings recorded withinthe deflection basin at eachtest point. During deflection testing operations, notes of visual pavement conditions and/or distress, cross streets, presence or absence of curb and gutter, and other such observations shall be logged. Correlating data will include pavement temperature and GPS documentation at each test location. • Data Analysis shall provide a typed tabulation of all deflection measurements and field notes locating cross streets, pertinent landmarks, field conditions, etc shall be included within the final report. The tabulation shall includethe reading of all sensors, aswell as an equivalent Traveling Deflectometerdeflection atthe loading point. • An engineering review oftest data to isolate orselparate limits of similar deflection response for statistical summary of data (providing the 80th percentile deflection) shall be performed. • Professional Traffic Control shall be provided perWATCH standards. 191Page ANDERSON . PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Visual Site Evaluations A site evaluation of all asphalt concrete segments will be performed and pavement conditions recorded forth@ purposes of compiling the recommendation plan(s) and report. Compare field conditions with measured pavement strengths determined during deflection testing. Comparefield conditions with thickness data obtained during core sampling. Compare field cond itions with component analysis based on laboratory subgrade strength testing. Structural Design Alternatives A Registered Civil Engineer shall supervise all operations and incorporate results of materials testing with observed pavement conditions. Engineered recommendations for alternate methods of pavement rehabilitation and reconstruction shall be based upon the California Hig hway Design Manual for Flexible Pavement a nd Roadway Rehabilitation. Final Pavement Evaluation Report The final pavement structural investigation report shall include all data developed during the investigation with design rehabilitation alternatives; structural replacement sections for areas of reconstruction, in place strength testing data a nd field and la boratory test data. The recommendations shall be within the guidelines presented in the Citys Five VearPavement Preservation Plan. All services will be supervised by the Civil Engineer specializing in the evaluation and design of pavement systems and Registered in the State of California. Subtask 1.6 Potholina We have included the potholing of 10 locations to determine the depth and location of critica I utilities including underground irrigation sleeves. Subtask 1.7 Soils Testina Soils testing will be performed within the existing medians at 6locations determined by the City a nd PCLD during the initial Site Investigation. We anticipate one 3.S -inch diameter hand auger boring will be advanced within the existing planter areas without the need to core through concrete. All borings will be adva nced to depths of approximately S feet, and logged by the soil scientist. Core samples of the soils that are encountered will be obtained from each boring at depths of 24 and 60 inches below existing grade. Borings will be backfilled with cuttings generated during the excavation process. Testing will include approximately 12 (i.e. 2 per boring) measurements of in-situ density and moisture content (to help determine whether soils are native or previously compacted fill materials), and approximately 6 (i.e. one per boring) short hydrometer tests (to determine clay contents for correlation with permeability characteristics). 6 sa mples will be processed for nutrient analysis agronomic testing. The scope ofthe median planter area coring is based on the City requested data to be gathered on the soil su bgrade. It is anticipated that this scope item will be reviewed with the City PM at the Project Kick-off meeting and assessed during the initial site visit to determine if the number of testing locations ca n be reduced. Output for Task 1: • Existing plans . Pavement evaluation report • Field data/site photos . Potholing data • Utility notices/letters/atlases . Agronomic/soils permeability report • Survey data Task 2: Project Management The keyto ourapproachto management is based upon a single point of authority, the Project Manager, who is responsible for all aspects ofthe project. The Project Manager is responsible for ensuring sound technical content, accuracy of design, and effective coordination between Anderson Penna Partners(APP), the City and other members of the team. 201Pa ge ANDERSON - PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Subtask 2.1 Administration This task includesthe administrative functions of project management including accounting, invoicing, contract administration, and budget and schedule tracking and control. A project schedule will be prepared using Microsoft Project. After approval of the schedule by the City, it will be updated periodically to reflect progress and to facilitate early identification of problem areas. The project budget will be closely monitored at the task and Subtask level to identify problems early and ensure effective use of resources. In addition, a project - specific quality control plan will be prepared. Subtask 2.2 Meetings Conduct kick-off meeting with City staff to review previously prepared project documents, scope of work and project schedule. Points of contact and project assignments/responsibilities will also be discussed. In additiontothe kick-off meeting, APP staffwill attend monthly PDT coordination meetings throughout the duration ofthe project. It assumed two APP staff (Project Manager and Project Engineer) will attend these meetings. Subtask 2.3 Progress Reports Progress reports will be prepared and submitted monthlywith a narrative describing the work accomplished during the reporting period, summary of meetings held, discussion of outstanding issues, and action items. The reports will also include updated progress schedules, comparisons ofactual versus planned expenditures, and any concerns orsignificant problemswith recommendations for corrective actions. The progress reports will correspond to the accounting cycles used for the preparation of invoices to faci I itate project oversight. The repo rts wi I I also summarize tasks to be a ccomp I is hed during the next period. Task 2.4 Ouality Assurance/Quality Control (OA/00 Quality control will bean ongoing taskthroughout the duration of the project. The initial effort will be in the development of a project specific checklist that will establish specifictasks that need to be accomplished, the estimated completion date and a signature blockfor the project managerto sign that the task has been completed and reviewed. The quality control manager forth@ project ensures that all checklist items are addressed by the project manager. Output for Task 2: Administration . Quality Control Plan Meetings . PDT Meeting Minutes/Agenda Prog ress Reports Task 3: Design Subtask 3.1 Concept Plan A revised concept plan will be prepared showing the recommended layout ofthe proposed median islands as well as the proposed Iand sca pe layout. The survey information collected during Subtask 1.4 will be used as the base map. The concept plan will include the horizontal alignment of the roadway and median islands. The concept plan will show all proposed median openings, including storage lengths forth@ leftturn lanes. Subtask 3.2 Preliminary Design (60%) Using the revised concept plan as abase, improvement plans will be prepared and will include the following disciplines: Subtask 3.2.1 Street Improvements Based on the approved concept plan, street rehabilitation/median planswill be prepared. The drawingswill include 20 -scale plan a nd profile sheets showing widening of McBean Parkway and realignment/construction of raised median construction and other details for reconstructing damaged improvements and ADA -deficient curb ramps. 21IPage ANDERSON - PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 Special attention will beat the left turn pockets to verify that median slopes are not too steep, that roadway crossfalls are acceptable and to provide openings in the median for runoff to flow through where appropriate. Based on the proposed pavement rehabilitation strategy, the proposed roadway cross -falls will be evaluated to ensure that they are within an acceptable range. Using the preliminary alignment plan as a base, prepare roadway improvement plans at a scale of 1" = 20' and a vertical scale of 1"= 4'. These plans will include the following information: • Pavement reconstruction/rehabilitation • Profiles showing proposed top of curb and crown elevations, • Curb and gutter/median construction • Improvements to private property • Existing utilities and adjustments • Typical sections and construction details • Sidewalks, driveways and wheelchair ramps • Final design cross sections showing proposed finished surfaces, crossfalls and top of curb elevationswill be prepared butwill not be a part of the final Bid Documents Subtask 3.2.2 Traffic ADVANTEC will prepare the following plans: • Signing and Striping at a scale of 1" = 40' • Lighting Relocation at a scale of 1"=40' • Traffic Signal and Intersection Lighting at a scale of 1" =20' • Stage Construction/traffic Handling at a scale of 1"=40' We have assumed that temporary traffic signal planswill not be required. Subtask3.2.3 Drainage Based on the information gathered during the proposal preparation, there is an existing storm drain in Orchard Village Road. The upstream end of this system terminates at McBean Parkway. Due to the widening on the north side of McBean Parkway, an existing 21'wide catch basin will require reconstruction. We have assumed that the net increase in impervious area will be negligible and that preparation of hydrology and hydraulic calculations will not be required. Subtask3.2A Landscape and Irrigation Pacific Coast Land Design will prepare the following plans: • Preliminary Decorative Hardscape Layout & Planting Plans (1" = 20') • Preliminary Irrigation Plans — Designed to meet recycled water standards (1"= 20') • Decorative Hardscape & Planting Details • Irrigation Details & AB 1881 Water Use Calculations • Update Existing Irrigation Sleeving Plan (1" =40') ur Pdaharynnedwatee Mow 30 feet of space beNreen canopies of aaenl antl prase median hecs J R2'MIN. t r. 1; —ULLLSinglerawW3'-411:e!j a $4"-30'aV reen ahhMMabng each We dmeden 18-widembredalemped ceu enmihterancez (3)Aantaeeaateachantldrn"anwi1h Hntlaeaped areaghaalerlhan3 fedlnbngtli Colwlul accent planlbr hrs130r feet, wrap amund row ahmbe H posmNe 221Page /i ANDERSON • PENNA Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 The anticipated plan set will consist of the following sheets: 1•LUMM Title Sheet 1 Typical Sections/Details 2 Street/Median S Drainage 1 Signing and Striping 2 Traffic Signal 1 Traffic Handl ing/ConstructionStaging S Street Lighting 1 Landscape and Irrigation 18 Cross Sections 3 39 Task 3.3 90%Plans, Specifications and Estimates Subtask 3.3.2190% Plans The APP Tea mwill address the 96% comments and advance the plans to 90% completion. Subtask3.3.2 Specifications Prepare technical special provisions in the current City format. The City wil I providethe general provisions section ofthe specifications. Subtask3.3.3 Estimates Prepare quantity and cost estimate for all items of work. Task 3.4 100% PS&E The APP Team will address the 90% comments and submit the final PS&E (100% completion level) and Bid Documents. OutputforTask3: 60% plans, 90% and 100% plans, specifications and estimates • Parking lot design/modificationsto be performed by others • Right-of-way acquisition/engineering not required Water Quality (Optional) An Urban Stormwater Mitigation Plan has already been developed as partofthe HenryMayo Hospital expansion. lfthe work within McBean Parkway has been excluded from this document, we can prepare, as an optional item, a Standard Urban Stormwater Mitigation Plan (SUSMP) and Best Management Practices (BMP) design. Standard Urban Stormwater Mitigation Plan (SUSMP) Prepare a Standard Urban Stormwater Mitigation Plan forth@ proposed parkway median realignment improvement. This will identify BMPsto prevent and monitor potential pollutant sourcesfrom entering storm water runoffforthe post -construction condition. Percolation testing may also be required. Testing requirements will be based the on the SUSMP recommendations. SUSMP BMP Design Design BMPs to prevent and monitor potential pollutant sources from entering storm water runoffforthe post -construction condition and as identified in the SUSMP (If BMP design is all that is needed and no SUSMP report is required). 23IPa ge ANDERSON - PENNA Q) Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 4. Schedule Below is the proposed schedule showing the key tasks needed to complete the project. We will provide monthly updates to the schedule that show progress of each individual task. Revisions will be made as needed to keep the project on -track. ID 1 3 7 li ity 19 23 (Task Name Notice to Proceed Project Management & Coordination Kick -Off Meeting Monthly PDT Meetings Utility Coordination Engineering Development Data Collection Survey and Mapping Pavement Analysis Potholing Soils/Permeabiltiy Testing Update Conceptual Plan Preliminary and Final Design 60% Plans Roadway/Median Plan & Profile Drainage Signing & Striping Construction Staging Traffic Control/Detour Landscape/Irrigation City Review 90% Plans, Specifications & Estimates Prepare Revised Plans Prepare Specifications & Estimates City Review 100% Plans, Specifications & Estimates Revise PS&E City Review Agency Approval Duration Start Finish 0 days Tue 6/13/17 Tue 6/1 215 days Tue 6/13/17 Mon 4 0 days Tue 6/13/17 Tue 6/1 195 days Tue 7/11/17 Mon 4, 215 days Tue 6/13/17 Mon 4, 60 days Tue 6113/17 Mon 9 20 days Tue 6/13/17 Mon 7/1 35 days Tue 6/13/17 Mon 7/2 25 days Tue 8/1/17 Mon 9, 15 days Tue 8/1/17 Mon 8/2 20 days Tue 8/1/17 Mon 8/2 20 days Tue 8/1/17 Mon 8/2 60 days Tue 8129/17 Mon 11/2 40 days Tue 8129/17 Mon 10/2 20 days Tue 8/29/17 Mon 9/2 20 days Tue 9/26/17 Mon 10/2 20 days Tue 9/26/17 Mon 10/2 20 days Tue 9/26117 Mon 10/2 20 days Tue 9/26/17 Mon 10/2 20 days Tue 9/26117 Mon 10/2 20 days Tue 10/24/17 Mon 11/22 60 days Tue 11/21/17 Mon 2/1 35 days Tue 11/21/17 Mon 1, 35 days Tue 11/21/17 Mon 1, 25 days Tue 1/9/18 Mon 2/1 45 days Tue 2113/18 Mon 4/1 20 days Tue 2/13/18 Mon 3/1 25 days Tue 3/13/18 Mon 4/1 0 days Mon 4/16/18 Mon 4/1 241Page ANDERSON • PENNA Task Rolled Up Critical Task Project Summary Duration -only ,,,,,,,,,,,,,,,,,,,,,,,,, External Tasks Critical Task Rolled Up Milestone O Group By Summary Manual Summary Rollup ♦ External Milestone Project:McBean Parkway Median Realignment Date: April 27, 2017 Milestone ♦ Rolled Up Progress Inactive Milestone Manual Summary ♦ Progress Summary Split ......................... Inactive Summary ,,,,,,,,,,,,,,,,,,,,,,,,, Start -only Deadline b Rolled Up Task External Tasks Manual Task Finish -only 241Page ANDERSON • PENNA 4i) Professional Services for Preparation of Landscape Plans, Specifications and Estimates for the McBean Parkway Median Alignment Project 51047 5. Total Cost (separately sealed envelope) As requested in the RFP, we have included a not -to -exceed fee for all work to be completed. The fee summary includes a cost and man-hour breakdown by scope -of -work task consistent with the requirements of the Scope of Work. 6. Subconsultants (see Section 2) See Section 2 (Qualifications of Firm and Assigned Staff) for requested subconsultant information including approximate dollar amount for their work. 7. Labor Compliance Program APP will work proactively and cooperatively with the City's construction management staff to monitor and enforce labor compliance requirements of the City and the California DIR applying to the prime contractor and subcontractors, as follows: 88 BevB® aa000 � Sample certified payroll log • The City's inspectorwill monitor and document that proper labor compliance postings are deployed and properly maintained on site. • APP will rely on the accuracy of the City construction management's daily inspection reports. • APP's labor compliance specialistwill receive and log certified payrolls and fringe benefit statements for the prime contractor and subcontractors and prepare a wage determination spreadsheet based on the notice -inviting -bids date and required DIRwages. • APP will compare a random sampling of certified payrolls to the daily inspection reports to confirm each employee, the number of hoursworked and whether the proper amount was paid for each classification observed on site. • APP's laborcompliance specialistwill review a random sampling of certified payrollsand eCPR confirmations from the DIR. This specialistwill confirm that the properwages and benefits are being paid to each employee, in accordance with the employee'swage classification and in compliance with the State of California prevailing wage determination. The specialist will address any appropriate prevailing wage adjustments for direct wages and fringe benefits. Thespecialist will sign and date each reviewed certified payroll. • APP will verify that apprentice employees are enrolled in an approved DIR apprentice program. The labor compliance specialist will confirm the use of CAC -2 forms, proof of payment to the California Apprenticeship Council and the completion and submittal of forms DAS140 and DAS142. • APP's labor compliance specialistwill maintain all labor compliance documents. All documentswill be saved electronically in a labor compliance folder and hard copy filed in binders. Documents will include the certified payroll log, DIRwage determinations, certified payrolls, eCPR confirmations, fringe benefit statements, emails (saved as.pdfs), forms DAS140 and DAS142 with proof of submittal, CAC -2 forms, and apprentices' certifications from approved DIR programs. • APP will document any discrepancies in an excel spreadsheet and coordinate the appropriate resolution with the appropriate agency, contractor or subcontractor through: — A valid explanation, — The appropriate restitution paid to the employee, — Supplemental or corrected certified payroll submittals, — Copies of employee's paycheck, — And/or supplemental daily report entries to correct mis-recorded entries As discrepancies are resolved, the spreadsheetwill be updated with the date and an explanation of the resolution. 25IPage /i ANDERSON • PENNA Appendix ANDERSON • PENNA •PARTNERS IN PROJECT DELIVERY• ADDENDUM 1 McBean Parkway Median Realignment PROJECT S1047 This Addendum is issued in response to written questions received from one or more potential Proposers or to provide additional information relating to the project. This Addendum form is a part of the previously forwarded RFP and modifies the original RFP dated April 3, 2017, as noted below. QUESTIONS: 1. Will surveying and geotechnical services for this project be subject to prevailing wage requirements? - Answer: The consultant is responsible for complying with all the state labor and wage regulations. 2. The insurance requirements section asks us to submit a certificate of insurance with endorsements which name the City as additional insured with the proposal. Is it acceptable for us to submit a sample insurance certificate with our proposal for this purpose? - Answer: Yes it is acceptable for consultants to submit sample insurance certificate with the proposal. Additional Information: The due date for the proposal is Thursday April 27, 2017 by 5:00 PM not Monday as stated in the RFP. ISSUED BY: Hoon Hahn, PE DATE: 4/20/2017 CONSULTANT'S CERTIFICATION I acknowledge receipt of Addendum 1 and accept the aforementioned. Date April 27, 92017 Signature THIS DOCUMENT TO BE SUBMITTED WITH PROPOSAL ATTACHMENT McBean Parkway Realignment Request for Proposal DESIGNATION OF SUB -CONSULTANTS, SUPPLIERS AND VENDORS Listed below are the names and locations of the places of business of each sub -consultant, supplier, and vendor who will perform work or labor or render service in excess of t/2 of 1 percent, or $10,000 (whichever is greater) of the prime CONSULTANT'S total bid. DBE status, age of firm and annual gross receipts are required if sub -consultant is participating as a DBE. See Appendix E for additional requirements. Photocopy additional sheets if needed. Sub -Consultant: ADVANTEC Consulting Age of Firm: Portion of Work & Dollar Value: Engineers, Inc. 10%, $30,000 Annual Gross Receipts: <$500,000 ; $500K - $1 million DBE certified? Yes/No: YES $1 million - $2 million; $2 million - $5 million X _; Agency Certifying: >$5 million California Unified Certification Program Location and Place of Business (include business address): 21700 Copley Drive, Suite 350, Diamond Bar, CA 91765 LICENSE NO. Exp. DATE: / / NSA PHONE (909) 860-6222 Sub -Consultant: Boudreau Pipeline Corporation Age of Firm: 20 yrs. portion of Work & Dollar Value: 5%,$10,000 Annual Gross Receipts: <$500,000 ; $500K - $1 million DBE certified? Yes/No: NO $1 million - $2 million; $2 million - $5 million Agency Certifying: >$5 million X Location and Place of Business (include business address): 463 North Smith Ave., Corona, CA 92880 LICENSE NO. 791842 Class: A, C34, C36 EXP. DATE: 02 / 28 / 2019 PHONE ( ) Sub -Consultant: Kelsurveys, Inc. Age of Firm: 16 yrs. portion of Work & Dollar Value: 10%, $30,000 Annual Gross Receipts: <$500,000 X ; $SOOK - $1 million DBE certified? Yes/No: YES $1 million - $2 million; $2 million - $5 million Agency Certifying: >$5 million California Department of Transportation Location and Place of Business (include business address): 1740 East Garry Avenue, Suite 110, Santa Ana, CA 92705 LICENSE NO. 6178 Exp. DATE: 3 / 31 / 2018 PHONE (949) 660-8016 Sub -Consultant: LaBelle Marvin, Inc. Age of Firm: Portion of Work & Dollar Value: -- 8%,$20,000 Annual Gross Receipts: <$500,000 $500K - $1 million DBE certified? Yes/No: No $1 million - $2 million X _; $2 million - $5 million Agency Certifying: >$5 million Location and Place of Business (include business address): 2700 S. Grand Ave., Santa Ana, CA 92705 LICENSE NO. RCE 30659 EXP. DATE: / / NSA PHONE (714) 546-3468 ATTACHMENT McBean Parkway Realignment Request for Proposal DESIGNATION OF SUB -CONSULTANTS, SUPPLIERS AND VENDORS Listed below are the names and locations of the places of business of each sub -consultant, supplier, and vendor who will perform work or labor or render service in excess of t/2 of 1 percent, or $10,000 (whichever is greater) of the prime CONSULTANT'S total bid. DBE status, age of firm and annual gross receipts are required if sub -consultant is participating as a DBE. See Appendix E for additional requirements. Photocopy additional sheets if needed. Sub -Consultant: Pacific Coast Land Design, Inc. Age of Firm: 34 yrs. Portion of Work & Dollar Value: Annual Gross Receipts: <$500,000 ; $500K - $1 million X; DBE certified? Yes/No: No $1 million - $2 million; $2 million - $5 million Agency Certifying: >$5 million Location and Place of Business (include business address): LICENSE N0.2067 and 6044 Exp. DATE: 10( 31 2017 PHONE (805) 644-9697 Sub -Consultant: Walden & Associates Age of Firm: 42 yrs. portion of Work & Dollar Value: 5%,$10,000 Annual Gross Receipts: <$500,000 $500K - $1 million DBE certified? Yes/No: No $1 million - $2 million; $2 million - $5 million Agency Certifying: >$5 million Location and Place of Business (include business address): 2552 White Road, Suite B Irvine, CA 92614 LICENSE NO. 80426 Exp. DATE: 03/ 31 /2019 PHONE (949) 660-0110 Sub -Consultant: Age of Firm: Portion of Work & Dollar Value: Annual Gross Receipts: <$500,000 ; $500K - $1 million DBE certified? Yes/No: $1 million - $2 million; $2 million - $5 million Agency Certifying: >$5 million Location and Place of Business (include business address): LICENSE NO. Exp. DATE: / / PHONE ( ) Sub -Consultant: Age of Firm: Portion of Work & Dollar Value: Annual Gross Receipts: <$500,000 ; $500K - $1 million DBE certified? Yes/No: $1 million - $2 million; $2 million - $5 million Agency Certifying: >$5 million Location and Place of Business (include business address): LICENSE NO. Exp. DATE: / / PHONE ( ) Back To Query Form Search Returned 1 Records Query Criteria Firm/DBA Name: adyantec Firm Type: DBE Wed Feb 08 11:52:27 PST 2017 Firm ID 30139 Firm/DBA Name ADVANTEC CONSULTING ENGINEERS, INC. Address LIne1 1200 ROOSEVELT Address Line2 City IRVINE State CA Zip Code1 92620 Zip Code2 Mailing Address Line1 Mailing Address Line2 Mailing City Mailing State Mailing Zip Code1 Mailing Zip Code2 Certification Type DBE EMail paulineyip@advantec-usa.com; leolee@advanteo-usa.com Contact Name LEO LEE Area Code ( 949 ) Phone Number 861-4999 Extension Alt Area Code O Alt Phone Number Extension Fax Area Code ( 949 ) Fax Phone Number 502-5522 Agency Name DEPARTMENT OF TRANSPORTATION Counties 01; 02; 03; 05; 07; 08; 10; 12; 13; 14; 15; 16; 17; 18; 19; 20; 21; 22; 23; 24; 25; 26; 27; 28; 29; 30; 32; 33; 35; 36; 37; 38; 39; 40; 41; 42; 43; 44; 45; 47; 48; 49; 50; 52; 54; 55; Districts 01; 02; 03; 04; 05; 06; 07; 08; 09; 10; 11; 12; DBE NAICS 541330; 541490; 541512; 541611; 541618; 541690; ACDBE NAICS Work Codes C8710 ENGINEERING; C8715 CONSULTANT, ENGINEERING; C8703 TRAFFIC ENGINEER; C8720 CIVIL ENGINEERING; Licenses EC Civil Engineer; Trucks Gender M Ethnicity ASIAN PACIFIC Firm Type DBE Back To Query Form CALIFORNIA UNIFIED CERTIFICATION PROGRAM DISADVANTAGED BUSINESS ENTERPRISE CERTIFICATE ADVANTEC CONSULTING ENGINEERS INC 21700 COPLEY DRIVE, SUITE 350 DIAMOND BAR, CA 91765 Owner: LEO LEE Business Structure: CORPORATION This certificate acknowledges that said firm is approved by the California Unified Certification Program (CUCP) as a Disadvantaged Business Enterprise (DBE) as defined by the U.S. Department of Transportation (DOT) CFR 49 Part 26, as may be amended, for the following NAICS codes: NAICS Code(s) * Indicates primary NAICS code • 541330 Engineering Services 541512 Computer Systems Design Services 541618 Other Management Consulting Services Work Category Codes) 541490 Other Specialized Design Services 541690 Other Scientific and Technical Consulting Services C8703 TRAFFIC ENGINEER C8710 ENGINEERING C8715 CONSULTANT, ENGINEERING C8720 CIVIL ENGINEERING Licenses EC Civil Engineer EE Electrical Engineer ET Traffic Engineer CERTIFYING AGENCY: UCP F' Number : Z14W DEPARTMENT OF TRANSPORTATION 1823 14TH STREET SACRAMENTO, CA 95811 0000 June 21, 2011 (916) 324-1700 VJCP OFFICER It is CUCP's policy and objective to promote and maintain a level playing field for DBEs in California on Federal -aid contracts. We ensure nondiscrimination in the award and administration of U.S. DOT assisted contracts based on the requirements of 49 CFR Parts 21 and 26. 1/21/2016 Unified Certification Program Back To Query Form Search Returned 1 Records Thu Jan 2109:12:54 PST 2016 Query Criteria Firm ID: 34096 Zip Code: 92705 County: ORANGE Ethnicity: ASIAN PAC Licenses: LS Land Surveyor Firm Type: DBE Firm ID 34096 Firm/DBA Name KELSURVEYS INC Address Line1 1740 E GARRY AVENUE STE. 110 Address Line2 City SANTA ANA State CA Zip Code1 92705 Zip Code2 Mailing Address Line1 Mailing Address Line2 Mailing City Mailing State Mailing Zip Code1 Mailing Zip Code2 Certification Type DBE EMa it kelvink@kelsuweys.com Contact Name KELVIN KITAOKA Area Code ( 949 ) Phone Number 660-8016 Alt Area Code Alt Phone Number Fax Area Code ( 949 ) Fax Phone Number 660-1758 Agency Name DEPARTMENT OF TRANSPORTATION Counties 13; 15; 19; 30; 33; 36; 37; 56; Districts 06; 07; 08; 11; 12; DBE NAICS 541370; ACDBE NAICS Work Codes C0700 CONSTRUCTION STAKING SUPPLIER; C8760 LAND SURVEYOR; Licenses LS Land Surveyor; http://www.dct.ca.gw/ucp/QuerySubmit.do 1/2 CALIFORNIA UNIFIED CERTIFICATION PROGRAM DISADVANTAGED BUSINESS ENTERPRISE CERTIFICATE KELSURVEYSINC 1740 E GARRY AVENUE STE. 110 SANTA ANA, CA 92705 Owner: KELVIN KITOAKA Business Structure: CORPORATION This certificate acknowledges that said firm is approved by the California Unified Certification Program (CUCP) as a Disadvantaged Business Enterprise (DBE) as defined by the U.S. Department of Transportation (DOT) CFR 49 Part 26, as may be amended, for the following NAICS codes: NAICS Code(s) * Indicates primary NAILS code * 541370 Surveying and Mapping (except Geophysical) Services P Work Category Code(s) C0700 CONSTRUCTION STAKING ° C8760 SURVEYOR" Licenses LS Land Surveyor c rt. ? UNIFIED CFRTIFICATION P'.OG XII CERTIFYING AGENCY: UCP Firm Number: 34096 DEPARTMENT OF TRANSPORTATION 1823 14TH STREET, MS 79 SACRAMENTO, CA 95811 0000 (eisf�.�° April 1, 2010 (916) 324-1700 C OFFICER It is CUCP's policy and objective to promote and maintain a level playing field for DBEs in California on Federal -aid contracts. We ensure nondiscrimination in the award and administration of U.S. DOT assisted contracts based on the requirements of 49 CFR Parts 21 and 26. A`ORO" CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 7/29/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Dealey Renton and Associates Lic. #0020739 P.O. Box 10550 NAME CT Robin Lee P"oNE 714 427-6810 FAXc No 714 427-6818 AI E-MAIL rlee@dealeyrenton.com ADDRESS: L% Y INSURER(S)AFFORDING COVERAGE NAIC# Santa Ana CA 92711-0550 INSURER A: Travelers Indemnity Co. of Connecti 25682 8/1/2016 INSURED ANDERPART INSURER B: Travelers Property Casualty Co of 25674 AndersonPenna Partners, Inc. INSURER C: Atlantic Specialty Insurance Com an 27154 3737 Birch Street Suite 250 Newport Beach CA 92660 INSURER D: DAMAGES( RENTED To PREMISES Ea occurrence $1,000,000 X MED EXP (Any one person) INSURER E : INSURER F: COVERAGES CERTIFICATE NUMBER: 572485888 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MMIDD/YYYY POLICY EXP MMIDD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y 680001H089105 8/1/2016 8/1/2017 EACH OCCURRENCE $1,000,000 CLAIMS -MADE XI OCCUR DAMAGES( RENTED To PREMISES Ea occurrence $1,000,000 X MED EXP (Any one person) $10,000 Contractual BFPD XCU PERSONAL & ADV INJURY $1,000,000 X AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 GEN'L POLICYix IPELT � LOC PRODUCTS - COMP/OP AGG $2,000,000 $ OTHER: B AUTOMOBILE LIABILITY Y Y BA30531_556 8/1/2016 8/1/2017 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 BODILY INJURY (Per person) $ X ANY AUTO ALL OWNED SCHEDULED AUTOS BODILY INJURY (Per accident) $ X HIRED AUTOS )( NON -OWNED AUTOS PROPERTY DAMAGE Per accident $ B X UMBRELLA LAB X OCCUR CUP6874Y728 8/1/2016 8/1/2017 EACH OCCURRENCE $2,000,000 AGGREGATE $2,000,000 EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN Y UB3708T659 8/1/2016 8/1/2017 X PER OTH- STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? ❑N NIA E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 C Professional Liability DPL570616 8/1/2016 8/1/2017 $2,000,000 per claim Claims Made $2,000,000 Ann. Aggr $40,000 Ded Per Claim DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) General Liability policy excludes claims arising out of the performance of professional services. Umbrella Following Form Excludes Professional Liability. EVIDENCE OF COVERAGE CERTIFICATE HOLDER CANCELLATION 30 Days notice/10 Days nonpay ACORD 25 (2014/01) ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Proposal Use Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD TRAVELERS. WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY ENDORSEMENT WC 99 03 76(00) — 001 POLICY NUMBER: UP270ST659 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT CALIFORNIA (BLANKET WAIVER) We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be 3.00 % of the California workers' compensation premium otherwise due on such remuneration. Schedule Person or Organization ALL PERSONS OR ORGANIZATIONS THAT REQUIRES YOU TO OBTAIN EXECUTED THE CONTRACT BEFORE DATE OF ISSUE: 7/29/2016 017106 Job Description THAT ARE PARTIE TO A CONTRACT THIS AGREEMENT, PROVIDED YOU THE LOSS. ST ASSIGN: CA Policy # BA3053L556 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. HIRED AUTO — LIMITED WORLDWIDE COVERAGE — INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE — GLASS PROVISIONS A. BROAD FORM NAMED INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — LIABILITY COV- ERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 50% or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. B. BLANKET ADDITIONAL INSURED H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT J. PERSONAL EFFECTS K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Liability Cover- age, but only for damages to which this insurance applies and only to the extent that person or or- ganization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. C. EMPLOYEE HIRED AUTO The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — LI- ABILITY COVERAGE: The following is added to Paragraph c. in A.1., An "employee" of yours is an "insured" while Who Is An Insured, of SECTION II — LIABILITY operating an "auto" hired or rented under a COVERAGE: contract or agreement in that "employee's" name, with your permission, while performing Any person or organization who is required under duties related to the conduct of your busi- a written contract or agreement between you and ness. that person or organization, that is signed and CA T3 53 03 10 @2010 The Travelers Indemnity Company. Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO 2. The following replaces Paragraph b. in B.5., Other Insurance, of SECTION IV — BUSI- NESS AUTO CONDITIONS: b. For Hired Auto Physical Damage Cover- age, the following are deemed to be cov- ered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while perform- ing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". D. EMPLOYEES AS INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — LIABILITY COV- ERAGE: Any "employee" of yours is an "insured" while us- ing a covered "auto" you don't own, hire or borrow in your business or your personal affairs. E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS 1. The following replaces Paragraph A.2.a.(2), of SECTION II — LIABILITY COVERAGE: (2) Up to $3,000 for cost of bail bonds (in- cluding bonds for related traffic law viola- tions) required because of an "accident" we cover. We do not have to furnish these bonds. 2. The following replaces Paragraph A.2.a.(4), of SECTION II — LIABILITY COVERAGE: (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day be- cause of time off from work. F. HIRED AUTO — LIMITED WORLDWIDE COV- ERAGE — INDEMNITY BASIS The following replaces Subparagraph (5) in Para- graph B.7., Policy Period, Coverage Territory, of SECTION IV — BUSINESS AUTO CONDI- TIONS: (5) Anywhere in the world, except any country or jurisdiction while any trade sanction, em- bargo, or similar regulation imposed by the United States of America applies to and pro- hibits the transaction of business with or within such country or jurisdiction, for Liability Coverage for any covered "auto" that you lease, hire, rent or borrow without a driver for a period of 30 days or less and that is not an "auto" you lease, hire, rent or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company) or members of their house- holds. (a) With respect to any claim made or "suit" brought outside the United States of America, the territories and possessions of the United States of America, Puerto Rico and Canada: (i) You must arrange to defend the "in- sured" against, and investigate or set- tle any such claim or "suit" and keep us advised of all proceedings and ac- tions. (ii) Neither you nor any other involved "insured" will make any settlement without our consent. (iii) We may, at our discretion, participate in defending the "insured" against, or in the settlement of, any claim or "suit". (iv) We will reimburse the "insured" for sums that the "insured" legally must pay as damages because of "bodily injury" or "property damage" to which this insurance applies, that the "in- sured" pays with our consent, but only up to the limit described in Para- graph C., Limit Of Insurance, of SEC- TION II — LIABILITY COVERAGE. (v) We will reimburse the "insured" for the reasonable expenses incurred with our consent for your investiga- tion of such claims and your defense of the "insured" against any such "suit", but only up to and included within the limit described in Para- graph C., Limit Of Insurance, of SECTION II — LIABILITY COVER- AGE, and not in addition to such limit. Our duty to make such payments ends when we have used up the ap- plicable limit of insurance in pay- ments for damages, settlements or defense expenses. (b) This insurance is excess over any valid and collectible other insurance available Page 2 of 4 © 2010 The Travelers Indemnity Company. CA T3 53 03 10 Includes copyrighted material of Insurance Services Office, Inc. with its permission. to the "insured" whether primary, excess contingent or on any other basis. (c) This insurance is not a substitute for re- quired or compulsory insurance in any country outside the United States, its ter- ritories and possessions, Puerto Rico and Canada. You agree to maintain all required or compulsory insurance in any such coun- try up to the minimum limits required by local law. Your failure to comply with compulsory insurance requirements will not invalidate the coverage afforded by this policy, but we will only be liable to the same extent we would have been liable had you complied with the compulsory in- surance requirements. (d) It is understood that we are not an admit- ted or authorized insurer outside the United States of America, its territories and possessions, Puerto Rico and Can- ada. We assume no responsibility for the furnishing of certificates of insurance, or for compliance in any way with the laws of other countries relating to insurance. G. WAIVER OF DEDUCTIBLE — GLASS The following is added to Paragraph D., Deducti- ble, of SECTION III — PHYSICAL DAMAGE COVERAGE: No deductible for a covered "auto" will apply to glass damage if the glass is repaired rather than replaced. H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT The following replaces the last sentence of Para- graph AA.b., Loss Of Use Expenses, of SEC- TION III — PHYSICAL DAMAGE COVERAGE: However, the most we will pay for any expenses for loss of use is $65 per day, to a maximum of $750 for any one "accident'. I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT The following replaces the first sentence in Para- graph A.4.a., Transportation Expenses, of SECTION III — PHYSICAL DAMAGE COVER- AGE: We will pay up to $50 per day to a maximum of $1,500 for temporary transportation expense in- curred by you because of the total theft of a cov- ered "auto" of the private passenger type. COMMERCIAL AUTO J. PERSONAL EFFECTS The following is added to Paragraph AA., Cover- age Extensions, of SECTION III — PHYSICAL DAMAGE COVERAGE: Personal Effects We will pay up to $400 for 'loss" to wearing ap- parel and other personal effects which are: (1) Owned by an "insured"; and (2) In or on your covered "auto". This coverage applies only in the event of a total theft of your covered "auto". No deductibles apply to this Personal Effects coverage. K. AIRBAGS The following is added to Paragraph B.3., Exclu- sions, of SECTION III — PHYSICAL DAMAGE COVERAGE; Exclusion 3.a. does not apply to 'loss" to one or more airbags in a covered "auto" you own that in- flate due to a cause other than a cause of 'loss" set forth in Paragraphs A.1.b. and A.1.c., but only: a. If that "auto" is a covered "auto" for Compre- hensive Coverage under this policy; b. The airbags are not covered under any war- ranty; and c. The airbags were not intentionally inflated. We will pay up to a maximum of $1,000 for any one 'loss". L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS The following is added to Paragraph A.2.a., of SECTION IV — BUSINESS AUTO CONDITIONS: Your duty to give us or our authorized representa- tive prompt notice of the "accident' or "loss" ap- plies only when the "accident' or 'loss" is known to: (a) You (if you are an individual); (b) A partner (if you are a partnership); (c) A member (if you are a limited liability com- pany); (d) An executive officer, director or insurance manager (if you are a corporation or other or- ganization); or (e) Any "employee" authorized by you to give no- tice of the "accident' or "loss". CA T3 53 03 10 © 2010 The Travelers Indemnity Company. Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO M. BLANKET WAIVER OF SUBROGATION The following replaces Paragraph A.5., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV — BUSINESS AUTO CONDI- TIONS: Transfer Of Rights Of Recovery Against Others To Us We waive any right of recovery we may have against any person or organization to the ex- tent required of you by a written contract signed and executed prior to any "accident' or "loss", provided that the "accident' or "loss" arises out of operations contemplated by such contract. The waiver applies only to the person or organization designated in such contract. N. UNINTENTIONAL ERRORS OR OMISSIONS The following is added to Paragraph B.2., Con- cealment, Misrepresentation, Or Fraud, of SECTION IV — BUSINESS AUTO CONDITIONS: The unintentional omission of, or unintentional error in, any information given by you shall not prejudice your rights under this insurance. How- ever this provision does not affect our right to col- lect additional premium or exercise our right of cancellation or non -renewal. Page 4 of 4 © 2010 The Travelers Indemnity Company. CA T3 53 03 10 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (ARCHITECT, ENGINEERS AND SURVEYORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. The following is added to WHO IS AN INSURED (SECTION II): Any person or organization that you agree in a "contract or agreement requiring insurance" to include as an additional insured on this Coverage Part, but only with respect to liability for "bodily injury", "property damage" or "personal injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: a. In the performance of your ongoing operations, b. In connection with premises owned by or rented to you, or c. In connection with "your work" and included within the "products -completed operations hazard". Such person or organization does not qualify as an additional insured for "bodily injury", "property damage" or "personal injury" for which that person or organization has assumed liability in a contract or agreement. The insurance provided to such additional insured is limited as follows: d. This insurance does not apply on any basis to any person or organization for which coverage as an additional insured specifically is added by another endorsement to this Coverage Part. e. This insurance does not apply to the rendering of or failure to render any "professional services". f. The limits of insurance afforded to the additional insured shall be the limits which you agreed in that "contract or agreement requiring insurance" to provide for that additional insured, or the limits shown in the Declarations for this Coverage Part, whichever are Iess.This endorsement does not increase the limits of insurance stated in the LIMITS OF INSURANCE (Section III) for this Coverage Part. B. the following is added to Paragraph a. of 4. Other Insurance in COMMERCIAL GENERAL LIABILITY CONDITIONS (Sections IV): However, if you specifically agree in a "contract or agreement requiring insurance" that the insurance provided to an additional insured under this Coverage Part must apply on a primary basis, or a primary and non-contributory basis, this insurance is primary to other insurance that is available to such additional insured which covers such additional insured as a named insured, and we will not share with the other insurance, provided that: (1) The "bodily injury" or "property damage" for which coverage is sought occurs, and (2) The "personal injury" for which coverage is sought arises out of an offense committed, after you have entered into that "contract or agreement requiring insurance". But this insurance still is excess over valid and collectible other insurance, whether primary, excess, contingent or on any other basis, that is available to the insured when the insured is an additional insured under any other insurance C. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us in COMMERCIAL GENERAL LIABILITY CONDITIONS (Section IV): We waive any rights of recovery we may have against any person or organization because of payments we make for "bodily injury", "property damage" or "personal injury" arising out of "your work" performed by you, or on your behalf, under a "contract or agreement requiring insurance" with that person or organization. We waive these CG D3 81 09 07 © 2007 The Travelers Insurance Companies, Inc. Includes copyrighted material of Insurance Services Office, Inc., with its permission. COMMERCIAL GENERAL LIABILITY rights only where you have agreed to do so as part of the 'contract or agreement requiring insurance" with such person or organization entered into by you before, and in effect when, the "bodily injury" or "property damage" occurs, or the "personal injury" offense is committed. D. The following definition is added to DEFINITIONS (Section V): "Contract or agreement requiring insurance" means that part of any contract or agreement under which you are required to include a person or organization as an additional insured on this Coverage Part, provided that the "bodily injury" and "property damage" occurs, and the "personal injury" is caused by an offense committed: a. After you have entered into that contract or agreement, b. While that part of the contract or agreement is in effect, and c. Before the end of the policy period. CG D3 81 09 07 © 2007 The Travelers Insurance Companies, Inc. Includes copyrighted material of Insurance Services Office, Inc., with its permission.