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HomeMy WebLinkAboutKimley-Horn and Associates 2008-03-03; Qualifications 2007-10-22UKIAH REGIONAL AIRPORT STORM DRAIN IMPROVEMENT DESIGN AND CONSTRUCTION October 22, 2007 City Clerk City of Ukiah i 300 Seminary Ave Ukiah, CA 95482 Dear Mr. Richey, ( Kimley Horn and Associates, Inc. (KHA) is proud to present the attached Statement of Qualifications (SOQ) to provide Storm Drain Improvement Design and Construction Administration Services to the City of Ukiah and the Ukiah Regional Airport. KHA has tailored a team based specifically on our discussions, relationship and experience with the City as well as our intimate knowledge of and experience with the Storm Drain system at the airport itself. Key points highlighted and expanded upon within the SOQ include: The team includes Kimley Horn and Associates Inc. and SHN Engineers and Consultants. In addition to the ( same KHA technical staff that prepared the Storm Drain System Condition and Capacity Assessment for the Ukiah ( Regional Airport, the Team includes Kevin Flynn, a former FAA grants and compliance Administrator/Supervisor and Diana Steele, Former Publics Works Director with the City of Ukiah. We are confident that this team will provide the ( City with the best combination of program continuity, technical expertise, local knowledge and project efficiency available. < KHA completed the Storm Drain System Condition and Capacity Assessment leading up to this project. KHA is the most qualified to continue for the following reasons; + We have high quality, demonstrated experience both on and off airfields with drainage, airfield safety, and minimizing operational impacts. + The proposed approach is a "surgical" approach combining trenchless technology with sleeving and traditional trench and pipe. For this approach to be most effective, without re-visiting the entire assessment and all of the assumptions that were made, it is critical to have the knowledge and exposure to the decisions that led to this ( point in the process: The KHA team has that knowledge base, experience and exposure. ( + KHA takes nothing for granted. We are constantly looking for ways to improve our service and commitment to the City of Ukiah. In that regard, we have added SHN Engineers to our Team to assist with local knowledge and communications, responsiveness, survey and geotechnical. KHA is very eager to continue our work for the City of Ukiah and has the resources in place to begin immediately. If you have any questions or would like to discuss our approach or team capabilities in greater detail, my contact information is as follows: Phone: (714) 705-1333; Cell (310) 251-7392; Fax (714) 938-9488; and email kevin.flynn@kimley-horn.com. ( Respectfully, KIMLEY-HORN AND ASSOCIATES, INC. Maurice k Kevin B. Flynn~4 ( Program Manager Principal-in-Charge t Ap600027.071Copyright 02006 1 CI_F Kimley-Horn and Associates, Inc. UKIAH REGIONAL AIRPORT STORM DRAIN IMPROVEMENT DESIGN AND CONSTRUCTION Kimley-Horn and Associates, Inc. (KHA) is an E-❑ Kimley-Horn employee owned, and Associates, Inc. multidisciplined firm providing professional planning and engineering services to the public. Since our founding in 1967, we have cultivated a primary practice and specialization in the aviation industry. By listening to our clients and adapting our aviation services to meet the needs of airport owners and operators, we have grown steadily and rank among the top 10 aviation firms in the nation, according to Engineering News- Record. Our firm has over 2,500 employees in 66 offices nationwide. KHA takes pride in its ability to tailor comprehensive aviation consulting services for airports of any size or complexity. Our aviation staff possesses diverse backgrounds in the planning, design, construction, and administration of public airports across the country. We have over 250 aviation specialists firm wide, with 35 aviation professionals based in the West, ranging from project managers, airport planners, designers and system analysts, pavement specialists, drainage engineers, electrical designers, structural engineers, specification writers, environmental scientists, GIS specialists, CADD designers, and construction administrators, estimators, engineers, and managers. Furthermore, the KHA team has prepared and developed 10 master drainage plans for numerous communities within the last eight years. The services provided to our clients are most noted for being technically and feasibly sound, but perhaps equally important we pride ourselves in being full service consultants. We partner with our clients and offer them the full range of our drainage master planning expertise • • • Since 1979 SHN has served customers throughout Northern California and Southern Oregon. SHN's wide-ranging. 0" oR areas of expertise provide clients one convenient point of contact to move projects forward to completion. The firm's network of offices throughout performance and technical capabilities. Corporation Representatiue Airport Drainage Experience Ukiah Regional Airport Storm Drain Improvement (111e, Rancho Study/Review, Ukiah, CA - KHA was selected as the most qualified Ramon, Stockton, consultant for the storm drain study Orange, Los at the Ukiah Regional Airport. The project consisted of evaluating the existing storm drain system, preparing a condition report and capital improvement plan for the existing system. Our team is worked closely with the City and the FAA to meet necessary timeframes, goals and objectives. As a result of the KHA study, the City anticipates proceeding with an approach that will save an estimated 33%, or more than $1M, in construction costs while concurrently meeting both City and FAA objectives. Gustine Municipal Airport, Gustine, CA - KHA is currently the on-call consultant for the Gustine Municipal Airport. KHA recently completed a Storm Drain Master Plan for the I-runway facility. KHA anticipated proceeding with the design of the storm drain/drainage improvements in 2008. Additional projects include completing the design and installation of new PAPI's, a new apron and parallel taxiway, preparation of an environmental baseline study and subsequent environmental assessment. The KHA team is working closely with the City and the FAA in Burlingame to meet necessary timeframes, goals, and objectives to best compete for limited federal funding. Boulder City Municipal Airport, Boulder City, NV - KHA is currently the on-call consultant for the Boulder City Municipal Airport. Projects and responsibilities include working with the FAA Airports Division and ADO in Burlingame, CA. KHA is currently completing a project to assess and improve the airport storm drain system. The storm drain system encompasses the operations Ap600027.071 Copyright 02006 2 KimleyHorn and Associates, Inc. Northern California and Southern Oregon has enabled them to virtually eliminate mobilization costs while maintaining hands-on project management. Project Experience Following are project descriptions demonstrating our team's drainage master planning experience including our experience at airports. We encourage you to contact our references to inquire about our Kimleg-Horn Quick Facts: A. Firm Overview III pit li UKIAIi REGIONAL AIRPORT STORM DRAIN IMPROVEMENT DESIGN AND CONSTRUCTION areas of this very busy general aviation facility. Minimizing operational impacts is a major consideration. Additional projects KHA is working on at the airport include, but are not limited to: RSA improvements, conduct airfield safety studies, apron expansion, AWOS installation and perimeter fencing upgrades. Chino Airport, San Bernardino, CA - KHA completed design and construction administration for a double 20' wide by 6' high storm drain box culvert at the Chino Airport. This box culvert corrected a major drainage problem that occurred in the runway safety area. Chino Airport is a California General Aviation Airport. The project was designed and implemented to minimize operational impacts given the proximity to the runway and location within the Runway Safety Area. Elko Regional Airport, Elko, NV -KHA is currently the on-call consultant for the Elko Regional Airport. KHA prepared the construction documents for the relocation of the parallel taxiway to the main runway. The project included an extensive drainage and dewatering program including the design and construction related to pipelines, relocation of ponds, sump pumps, well points, replacement ponds complete with geofabric and borrow materials, etc. In addition to addressing the ponds, a new drainage channel and culvert system was designed and constructed as part of the new taxiway as well. Pulliam Airport Drainage Master Plan Update, Flagstaff, AZ - As part of a five-year, multi-project contract with the City of Flagstaff, KHA will complete an assessment of the master drainage plan at Flagstaff Pulliam Airport. The drainage analysis will be conducted for existing and future land use conditions for the 5- and 25-year storm events. Hydrologic peak discharge values will be determined using rational method for contributing drainage areas less than 160 acres. For basins greater that 160 areas or when combining and routing peak discharges from multiple drainage areas the Army Corps of Engineers HEC-H M S model will be utilized. Channel design will be conducted using normal depth calculations for areas that are not influenced by back water effects from hydraulic control such as pipe culvert, box culvert or a narrowing of the channel. The drainage analysis will also consider the current and proposed development and drainage facilities at the Airport, as well as the anticipated improvements including runway, taxiways, aprons and roadway improvements. Culverts analysis will be conducted using Federal Highways HY8 program. Ap60002707/Copyright 02006 ❑ = ❑ Kimley-Hom and Associates, Inc. Telluride. Regional Airport Improvements, Telluride, CO - Kimley-Horn was selected for a multi- year, multi-phased project for extensive runway safety improvements and reconstruction of Runway 9-27. Services include planning, FAA reimbursable agreement coordination, engineering, design, investigations, grading, pavements, electrical, environmental, structural, roadways, utilities, and construction services. The mountainous terrain posed a challenge to the design of improvements to the airport's storm drain system. Drainage improvements designed for the airport include a series of detention basins and outlet structures, extension and realignment of the current storm drain system, energy dissipation devices, drainage channels and drop structures: Additional Non-Airport Representatiue Drainage and Pipeline Experience: Harrah's Rincon Water System Design, Valley Center, CA - KHA was responsible for pre-design review, preparation of plans and technical specifications, and fire protection system engineering coordination for water system improvements required for an Indian Casino upgrade project. Improvements included anew 650-gpm well; a 200,000-gallon bolted steel water storage tank; a new booster pump station with two variable speed vertical turbine pumps and related appurtenances; automated liquid chlorine chemical feed system; relocation of an existing filter system; and associated mainline piping to connect with existing system and 26,000-gallon bolted steel, fire suppression system break tank. Wet Infrastructure Condition Assessment Protocols, Roseville, CA - KHA was selected by the City of Roseville to assist with the development of condition assessment and capital improvement planning protocols for their water and wastewater infrastructure. We provided engineering consulting services for condition assessment and prioritization protocol development, as well as research of likely rehabilitation techniques (trenchless and traditional), identification of constructibility issues, development of preliminary construction sequencing, and calculation of planning level opinions of. probable construction cost. We also utilized a combination of probability and criticality criteria to prioritize pipeline rehabilitation and maintenance recommendations based on "risk" of failure. 3 ~l (t l f ~l UKIAH REGIONAL AIRPORT STORM DRAIN IMPROVEMENT DESIGN AND CONSTRUCTION Parallel Boulder Creek, Redding, CA - KHA was selected to help design and construct a new interceptor pipeline, either along an alignment that is approximately parallel to the existing Boulder Creek interceptor sewer pipeline, in place of the existing Boulder Creek interceptor sewer pipeline, or a combination of both in Redding. The existing interceptor ranges in size from six to 15 inches, and is constructed of vitrified clay, causing the pipeline to be too small to convey the current peak wet weather flows, and cannot accommodate any additional wastewater flow that will result from new construction in the drainage basin. Folsom Sanitary Sewer Rehabilitation - Phase I, Folsom, CA - KHA was selected by the City of Folsom to complete engineering services for the rehabilitation/replacement of portions of the City's sewer collection system. The project includes CCTV investigation, environmental investigation, geotechnical report, surveying, utilities coordination, permitting assistance, public outreach program, and design and construction management of 3,600' of sanitary sewer pipe at seven locations. ~ISHN Experience Horizontal directional drilling projects performed by SHN and our staff over the last 12 years: • Blair Bridge- Tacoma, WA • Columbia River Outfall - Warranton, OR • Pool Slough - Newport, OR • Lost Creek - Newport, OR • Big Creek - Waldport, OR • Thomas Creek - City of Scio, OR • Dean Creek - Reedsport, OR • South Slough -Charleston, OR • Coos Bay - Coos Bay, OR • Pacific Ocean Outfall - Port. Orford, OR • Edson Creek, Gold Beach, OR • "H" Street Gravity Sewer - Eureka, CA • Eel River Geotech Eureka, CA • Sacramento River CA Assessment & Design Services For The Martin Slough Interceptor Sewer Project, City of Eureka, CA - SHN, and its affiliated subcontractors, performed hydrologic and hydraulic analysis and prepared preliminary design for new gravity collector lines that will convey sewage from existing lift station sites to an interceptor line in the Martin Slough valley A 600027.07/Copyright 02006 Kimley-Hom and Associates, Inc. The project includes design of 2 miles of new gravity trunk sewer line ranging in size from 18-inch to 36-inch diameter; a number of sewer collectors tributary to the trunk sewer, a new 13 MGD pump station; dual 20-inch and 24-inch sewer force mains from the new pump station to the existing Elk River Treatment Plant; abandonment of 14 existing sewage lift stations, and installation and maintenance of flow monitoring equipment City of Eureka-H Street Horizontal Directional Drilling-Sewer Line, Eureka, CA - The traditional method for installing city sewer lines would have to be 29 feet deep to accomplish gravity flow. Instead, SRN's engineers and the City of Eureka chose a trenchless construction method that allows placement of piping underground without excavation and backfill along the full length of the pipe alignment. It's an innovative application for an existing procedure called Horizontal Directional Drilling. Traditional pipeline installation would require an excavator or backhoe opening a trench by removing and stockpiling dirt along the alignment, and backfilling the installed pipeline after it has been placed and covered. The road surface would then need to be restored. The whole process is time consuming and disruptive to residents and users of the road. Geotechnical Evaluation For The Martin Slough Interceptor Sewer Project, City of Eureka, CA - SHN evaluated the geotechnical conditions associated with the proposed Martin Slough Interceptor project. Geotechnical conditions were evaluated in both the upland portions of the project area and the low-lying areas within Martin Slough. Subsurface investigations included both machine and hand borings, as well as Cone Penetration soundings. Geotechnical considerations for the project include slope stability conditions along descending collector pipes, high groundwater, and liquefaction and settlement potential in soft valley bottom soils. State-of-the-practice liquefaction analysis was conducted to characterize the response to the region's frequent seismic activity. The modulus of soil reaction (E') was determined along the pipe alignments, and recommendations for mitigating soft soil conditions. along the gradient-sensitive Interceptor line were developed. Construction recommendations for the pipelines and a Pump Station were presented in areas with soil and groundwater concerns. Natural Gas Wells and Pipeline Forexco, Eel River Valley, CA - SHN provided geotechnical and planning/permitting services for the development of a natural gas extraction and transmission project east of Ferndale California. The $15 million project included 4 UKIAH REGIONAL AIRPORT STORM DRAIN IMPROVEMENT DESIGN AND CONSTRUCTION fin o r+r: ( evaluation of potential well pad sites and a proposed transmission pipeline alignment along the lower portions • • " • • • • • • of the Reas, Francis, Williams, Smith, Russ, and Barber ~ • • • • • • Creek drainages; geologic evaluation of landslide hazards; supervision of the horizontal directional drilling KHA is well suited to manage and administer your (HDD) program for a gas main under the Eel River, and projects. We are prepared to commit the necessary the installation of other trenchless pipelines under a resources to ensure the success of your efforts. On the railroad, a freeway, local roadways, and several sensitive following page is a chart that illustrates KHA's track natural areas. record for several recent airport construction projects: actual bids versus construction estimates, schedule of construction, and change order history. KHA has a level and breadth of experience with the FAA that few, if any other consultants can provide. In ( addition to our knowledge and expertise with funding, policies, processes, and personnel, we are also very familiar with the FAA RA process and equally adept at keeping that process moving forward should this be needed. Issues, knowledge and skill sets include, but are not limited to: + A thorough understanding of how the FAA funding process work, the types of funds available, timing, and most importantly, how best to compete for limited available funding. ( + Significant experience with the evaluation, siting, ( procurement, and installation of NAVAIDS including, where appropriate, the RA process with the FAA. This experience also includes a basic understanding of TERPs and a working relationship with the FAA. + Substantial experience and knowledge of the Advisory Circular system and associated ( requirements as they relate, but are not limited to airport design and construction standards. + Significant experience with operational issues associated with airfield safety, runway incursions, and FAR Part 139 requirements. t + A thorough understanding of the airspace evaluation process, particularly as it relates to the ' ' s and 7480 s). construction of new facilities (7460 + In-depth knowledge of the National Environmental ( Policy Act (NEPA) and other environmental issues related to airport development and project ( implementation. ~ Ap600027.071 Copyright 02006 ❑KimleyHorn i Inc d A t d 5 . ssoc a es, an an i : UKIAH REGIONAL AIRPORT STORM DRAIN IMPROVEMENT DESIGN AND CONSTRUCTION -7 KHA Aviation Construction Experience Telluride Regional Airport l chedule Under Elko Regional Airport 2,380,000 2~314,000 Within S (d) None I,h Taxiway { . • Phase 1 Fill Ponds Yes Elko Regional Airport 6,060,000 7,050,000 10 days past 125 day (g) (g) None Taxiway Relocation Phase 2 (6,053,000 after schedule Over Yes r scope reduction Reno-Tahoe International Airport I Within Schedule Under Yes None Taxiway A South Reconstruction Reno-Tahoe International Airport 3,550,000 3,800,000 Within Schedule Over None None Taft ay North Reconstruction i San Diego International Airport 19,172,000 Ahead of Schedule Over Northwest Arkansas Regional Airport 8,620,371 7,157,036 to Within Schedule Under. None None C Terminal A ron Ex anion 9,656,354 1 San Jose International Airport 38,444,989 Within Schedule Under None • • • San Jose International Airport 16,400,000 16,700,000 Within Schedule Over one Unknown ( RM Extension/NewTM construction Williams Gateway Airport 19,606,525 16,406,305 Within Schedule Under i Runway 0• Reconstruction Williams Gateway Airport 16,891,217 15,231,090 Within Schedule Under None None Air Caro Apron and Taxiway "A" Sky Harbor International Airport 68,500,000 66,200,000 Ahead of Schedule Runway 7U25R Reconstruction ' Sky Harbor International Airport 7;755,000 7,872,990 Ahead of Schedule Over None None East Taxiway C Reconstruction Airport Grand Canyon National Park 3,973,250 (Phase 1) 3,395,111 On Schedule Yes (a) TaxiwayApron Reconstruction 2,771,045 (Phase 11) 2,833,295 On Schedule C El Paso International Airport 7,510,000 5,540,000 Ahead of Schedule Under None None Runway 4/22 Extension El Paso International Airport 31300,000 11700,000 Ahead Of Schedule Non None Runway 8R/26L Rehabilitation El Paso International Airport 6,670,000 6,100,000 Ahead of schedule Under None None Terminal Apron Reconstruction Airport 16,175,000 1 lot Within Schedule Under New • • . • Goal Yes Yes Tucson International Airport 3,871,297 2,911,477 Ahead of Schedule Under None (a) Runway 11 U29R Reconstruction 3,131,362 Final Yes Tucson International Airport 1,606,060 1,515,640 Ahead of Schedule Under None (a) Reconst. Runway 11 R/29 / TW A5 1, 123,295 (Final)_. Yes ( Tucson International Airport 2,100,000 1,912,186 Ahead of Schedule Under one (a) TerminafA ron Reconstruction 1,980,545 Final . Yes 1730000 Ahead of Schedule Under None (a) McCarran International Airport off •Runway/TaxiwayMpron { EI Paso international Airport 13,584,000 16,259,521 Design: 2 months Over None Currently under Runway BR 26L Reconstruction ahead of schedule to construction meet FAA funding (a) Change Order by Contractor for final quantities and Owner's Request. (b) Change Order by Engineer due to FAA direction to move runway 50 feet from north to (f) Differing site conditions. avoid possible conflict with future environmental statement. (g) Higher bid due to bid opening 1 week after Hurricane Katrina. Several (c) Higher bid due to higher unit price on PCC pavement. additive and deductive change orders to meet funding limitation (d) Several additive and deductive change orders to meet funding limitation. ( (e) Higher bid due to single bidder and fast-track construction. AP600027.071Copyright 02006 6 ❑M❑ Kimley-Horn ~ and Associates, Inc. ( t ( f l UKIAI-I REGIONAL AIRPORT STORM DRAIN IMPROVEMENT DESIGN AND CONSTRUCTION ,rye 2. Approach Background: The Ukiah Municipal Airport is a One (1) runway, general aviation facility, hosting over 89 based aircraft and 43,000 operations per year. The City of Ukiah is the County Seat for Mendocino County, a retail service hub to an area reaching a 50 mile perimeter and has a daytime service population exceeding 35,000 people. The storm drain system at the airport consists of approximately 9,088 feet of pipe made of various materials installed between 1941 and the past few years. The storm drain system crosses the only runway ei httimes. Based on the recent Storm Drain System Condition and Capacity Assessment coma/eted by Kim/eyHorn andAssociates, over 30% of the storm drain system is in need of urgent or immediate attention. KHA completed a technical analysis that looked at two alternatives as follows: Alternative 1 - - Rehabilitate in Place (Rehab-in-Placq). This alternative focused on using various trenchless rehabilitation methods to repair and upgrade the system. Alternative 2 Realignment. This alternative focused on realigning the drainage system to reduce the number of runway crossings. KHA proposes to implement the Replace-in-Place alternative. The "Replace-in-Place" Alternative includes rehabilitation of segments through pipe-lining and spot repairs, as well as replacement of segments using both trenchless and open cut technologies. The KHA Approach shall include the following steps and considerations: 1.0 Preliminary Design Seruices 1.1 Project Kick-off Meeting 1.2 Surveying 1.3 GeotechnicalInvestigation 1.4 Technical Specifications and Plan Notes 1.5 Probable Costs of Construction 1.5.1 QA/QC Reviews 2.0 Contract Documents 1.6 Contract Documents 1.7 Design Report Ap600027.07/Copyright 02006 Kimley-Horn and Associates, Inc. 3.0 Bidding Seruices ■ 1.8 Pre-Bid Meetina 1.9 Bidding Support 1.10 Bid Opening & Recommendation to Award 4.0 Seruices During Construction (12-week construction period) Scope and fee for Construction phase services will be addressed at a later time in conjunction with the grant for construction work. Schedule KHA will complete the work according to the following milestone schedule. * RE Milestone - Project Kick-off 10 days after Notice Meeting to Proceed (signed contract Complete 45 days after project Kick- Preliminary Design off Meeting Services Submit 30% Plans 30 days after Preliminary Design Services 30% Plans Review 10 days after 30% Plan Meeting Submittal Submit 95% Plans 45 days after final PDR Submittal - 95% Plans Review 10 days after 95% Plan Meeting Submittal Submit Contract 15 days after 95% Plan Documents Review Meeting 'Advertise Bid, Pre- 5 days after Contract Bid Mtg, & Bid Document Submittal Support Bid Close 30 days after Bid Advertisement Bid Opening Bid Close Da Submit 10 days after Bid Opening Recommendation of Award Letter *"days" = working days KHA will also provide necessary coordination, communication and project/grant administration with the City, FAA and CALTRANS to ensure compliance and eligibility and adherence to applicable rules and regulations. 7 UKIAH REGIONAL AIRPORT STORM DRAIN I( IMPROVEMENT DESIGN AND CONSTRUCTION i o _ ~1w+rC.. Additional Areas of Emphasis throughout the project include, but are not limited to: + Ensuring construction is scheduled for the dry j season and to comply with the FAA based on bids requirements. + Ensure that a proper safety, security and phasing plan is developed to minimize operational impacts to the airport. + Incorporating improvements or corrections to past t , airfield drainage projects, including, but not limited to elevated service road embankments, grading around inlets and drainage features to nowhere. (i + Designing a project that takes into account future airport development... particularly on the Northwest side. + Implementing the best technology. There is a significant amount of expertise associated.with bursting pipes in place, bursting corrugated steel, dual boring and bursting without mounding, etc. Making we have the right people and resources in -place. + Finding the right balance of airfield impacts, long term drainage benefits and fiscal responsibility. + lining/sleeving "gray area" pipes because it makes sense. + Remembering.....its an airport! It requires airport expertise in an operational environment. + Communication, Safety and Fiscal Responsibility. ~ . 8 Ap600027,07I Copyright 02006 l Ki -Horn M ❑ m ey ❑ ~ and Associates, Inc. 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'o O c - ( co Eo 0-0~ LO _o 7 O~ 00 0 a i U m 2 O 0 E 3 ~m L 0 ~ 0~ ° N C ~n p 3 CL N p1 p "o p C° v E acv E o= I` V/ ~a~ N~ OLnw~~~c ( ; c o ~Q ma uz o c rnp a Q .r, ~ o r Jd c 3 oo E ~0 0 0 m m o c "p o j C ?r U i U Q E 5 d co Q O 3 e W O u L O N co N O "o O m > O p cn~ CJa I-~ C7~ Ya m~ w aZ t _ fi- fi L ,1~~ t N ~ N N k` 'f p O C p p a O c to M , t N m N N O`~- ~p p VI p fo C QOQQi0~0 r V N j O C U C C_ a1 p 'C Ln O U d~'- C O O C N •C (o C - O p L L N C .p .p p N G ~j CJ N 00 t p (p p O .0 O. yp, C N C ~0 p (0 N p O p J V°~ p1 0•-m ~ o:a° ~ o CL E 3E~ cnw `o mt a3i ~CK kD : c ~'c v m E N O m O v) o E ( ~c~co >04~>~' vc°~Cn E m p C N L p N C N V) L r6 i O L 3 d1 C C fo N p C = m _O {n L L l- of i E O a-+ O to "a N ro a Ln O. u u i ooa~ oao 'c°oai (0 a-~i~'~ E3,0 r; p (o ~ p, N O u aa) - U N A B N p~ to Q1 W - L O c Q 75 E a p O W p r F- C 'L 0 cn i (0 C 2 p cn l 3% Q 10 01 fip u m f0 u " a u m C- N C 0 U i -d p O N C w Z c p) C 3 3 d C O l N O N :O C C= Q1- Y O cn 0 z ( u Ol N M of c p N .p O 0.'O o (o N 0 L C ~,c0)"oa~me uo ; 0 3~ nwco O p N"p u 0 c O c 0 °'E mc'L 0' 0 ~ ~ v E ~ n ~ CLfoa O40- " o-0 W cn 3 c x c o ; 0 Q w a O t c ~.°t ai me `0~~ o ° a 0 x Z i O u D N O ° O N O p O° t0 O N - c 0) L U 012 ° ° a~i a ° ~,rn~ ov Z to fo O O O p L a O O p fo N X M .p p 0 a e E 3 3 0= u a au u v 3 u 3 L -v E 3 rv t c~ W D w G: ~ 7 H U E ° C) o 1 O ;Z LLJ c (C o p CL Q N E. a d CM L ~ ~ >U Cr ' W O C° OL p ~ Z ~ E G) c`n c D aci `N 0•EZT 0~ L c E oc~v~ r Z > Z~ a+ui o f ~o v > = p1O mLcO~Ud°m°°~ Q❑ Q J O cA w C7 UKIAI3 REGIONAL AIRPORT STORM DRAIN IMPROVEMENT DESIGN AND CONSTRUCTION „y ( Director of Finance "Kimley-Horn's team motto ( City of Dunsmuir ' 5915 Dunsmuir Avenue attention to detail; and it is ( Dunsmuir, CA 96025 shows in their work. They (530) 235-4822 X104 Jeff Tedder are at the top of the list of ( Senior. Civil Engineer consultants we have City of Redding working for us." 777 Cypress Avenue Redding, CA 96001 ( (530) 225-4421 Kyle Ericson ( Kyle Ericson Senior Civil Engineer { Senior Civil Engineer City of Folsom City of Folsom ( 50 Natoma Street Folsom, CA 95630 (916) 607-3850 ( Michael Zacharia ( Principal Engineer ( City of Roseville 2005 Hilltop Circle Roseville, CA 95747 ( (916) 746-1708 ( 5. Affirmative Action , , , management program to provide for equal employment opportunity. It is the policy of Kimley-Horn and Associates, Inc. to operate in a manner to assure that all persons have equal opportunities in recruitment, selection, appointment, promotion, training, discipline, and related managerial areas. The official policy of Kimley-Horn is to: 1. Recruit, hire, train, and promote for all job classifications without regard to race, color, gender, religious and political affiliations, age, national origin, or physical disability (except where a bona fide occupational qualification exists), or any other non-merit factor. 2. Base decisions of employment so as to further the principles of equal employment opportunity. Decisions will be based solely on individual merit and fitness of applicants and employees related to the specific jobs and without regard to non- merit factors. 3. Administer all other personnel actions and privileges of employment including compensation, benefits, transfers, layoffs, return from layoff, company-sponsored training, education, tuition assistance and social and recreational programs without regard to race, color, gender, religious and political affiliations, t' 1 h I d' b'I' The Affirmative Action Plan for Kimley-Horn and age, na Iona ongrn, or p ysca isa i q y. ( Associates, Inc. is part of an overall equal employment Kimley-Horn and Associates, Inc. Affirmative Action Plan opportunity program designed to meet the policies and and EEO program is a comprehensive, results-oriented requirements of the Company in the area of equal program designed to achieve equal employment ( employment opportunity. This program has been opportunity rather than simply a policy to assure non- formulated to meet the requirements of these policies discrimination. I personally regard the affirmative action and specific government directives and to give direction plan as an ongoing management program requiring to our recognition and acceptance of our responsibilities periodic evaluation. All personnel policies will be in the local and regional areas in which we operate. analyzed prior to being effected, with regular reports submitted to me so that I may monitor our progress on ( this program. Kimley-Horn and Associates, Inc. Affirmative Action Plan contains personnel policies and management practices and sets forth goals and activities which will require positive efforts of all personnel. It is required that each and every employee give full support to this program. Mona Christie, Senior Vice President has been r 's o EEO Co rdinato and assigned designated as the firm overall responsibility for the plan's coordination, implementation, and direction. t C Ap600027.07/Copyright ©2006 12 ey-Horn and KimlAssociates, Inc. "Affirmative Action" is the planned aggressive coherent- UKIAH REGIONAL AIRPORT STORM DRAIN IMPROVEMENT DESIGN AND CONSTRUCTION o 2fYiMrfrl; 6. Insurance Requirements i~ ACORD CERTIFICATE OF LIABIL ITY INSURANCE. us pl""'D2D o I PRODUCER (904) 396-4404 - ABSIICRONBIS INSURANCE AOSNCY,. INC. BOX 5857 - P O THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, -EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. . JACKSONVILLE FL" 32247-5857 INSURERS AFFORDING COVERAGE" HAIC III' INSURED ws-ATRAVELERS PROP CASUALTY 25674 KINLEY-HORN AND ASSOCIATES, INC. - MSUNEN B (A.M. BEST RATING A+) - - P. O. BOX 33068 wsuRER1 INSURERO'. - RALSIGR NC 27636-306 WsURFAE: - COVERAGES 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 CONTRACTOR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSUFANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN ISSUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF. SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS POUCYFXNMTON - - C .6R O IYPEOFIHSUNC6 NUMBER E DATE WD A OEMEMLLIASIM P-630-315X3476-TIL-07 09/01/2008 EACH OCCURRE_ , X COMMERCML ENELMDARY $OO, C-E MADE OX OCCUR X CORTRACTUAL LIAR 7 PERSONAL-ADV 1,000,000 2,000,000 GEN T AGGREGATE LIMIT-UES PER 2,000,000 X P.Lwr 8o- CoL 1,000,000 A MI OMOSILE UABBSIY P-810-171L6115-TIL-07 09/0112008 COMBINED SINGLE LICIT f 1 000 000 X ANY AUTO (Ea xWWI , , ALL OYMED AUTOS M.$LY NJMY - SCHEOULEDAUTOS - (PM P-4 X NNE. AUTOS DO.LY INJURY. 3 X NON,OVMEDAUTOS - - - - IPeramCerO.. - / / / / PROPFRtt ONMGE 3 (Par 3'mONNI GA MOEUA.- AUTOONLY-EAACCDXNI 3 ANYAUTO - - / / / - OTHFN._ EAACC S AUTO ONLY' ACG I A - EACESSIVSIBNFLLAUA11- CUP-171L6115-TIL-07 09/01/2007 09/01/2008 [ACH OCCURRENCE . , s 18000,000 X MCUR CIAXASMAOE AGGREGATE S 1,000,ODO f DEDUCTMLE EXCESS OVER INC F LIAR X RETEMION SSO.OOD 3 A WORKER. COMPENATON AND 836GB78-3-D7 09/01/2007 09/01/2008 y,GOfl811MTp~ X TY 6 I _I R EMPLOYERS LIABILITY OWPARINEWEXEGUTME O EL EACH ACCIDENT S 500.000 ANY PR PRD:T OFFOEPIMEMDEH EXCLUOE07 FL OISEASF-FAfAwLOTEE f 500,000 PYeF, Oofo6RPMer SPECI4L PRONISION60RW EL DISEASE-POLICYLMT f 500,000 OTHER DESCWPTON OP OPEMTON.M1OCAl10N8NEHICLEbIE%CLU810NSADDED BYFNOORBEMEHTISPECML PRONSION9 CERTIFICATE HOLDER - CANCELLATION ( ( ) ( ) SHOULD ANY Of THE ABOVE DE.OWBED POLICIES OE CANCELLED BEFORE THE EXPIPATX. GATE TIEREOF, WE. INBU.O .SUPER WILL ENCEAVOR TO MAN. - - - - 30 WY6 VANrtEN NOTICE TO THE CFRTFXA,.HOLDEN NAMED TO THE.1.BVF SANPLEjFOR PROPOSAL ONLY FALURETODONOENALLIMPOBENO O.. OATONONLMBIUIYOFANYIUHDUPONTIE INSURE LITS AG ENTSORREPAESENTATW1, - AVTHOPSFD PEMEBENTATWE' ( ACORD 25 (2001105) oACORD CORPORATION 1988 IN$O2$IDIaNI DS _ _ _ ELECTRONIC LASER FORMS.CC -0D)IM-IS _ _ Pape-t M2 C 7. Contract EXCeptlOrlS T~...defending the claim, including, but not limited to, the reasonable fees of attorneys, KHA has reviewed the City's sample contract and we respectfully request the following changes: ( A. Minimum Scope of Insurance ( 4. Errors and Omissions liability insurance C appropriate to the consultant's profession. Architects' and engineers' coverage is to be ( endorsed to include contractual liability. Red text falls under #1. ( 6.2 Indemnification, Paragraph 2, add the following red text: ".:.liability that arises of our, or pertains to, or relates to the negligent performance of services under this contract... E600027.071COpyfight 02006 13 M❑ Kimley-Horn and Associates, Inc.