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17-0125_ANDERSON PENNA PARTNERS, INC._Unsuccessful Proposal - CNCCity of San Juan Capistrano Attn: Mr. Paul Meshkin , P.E. Senior Civil Engineer Public Works and Utilit ies Department 32400 Paseo Adelanto San Juan Capis trano , CA 92675 £NGON£UING I SU-VEYING I CONST~UCTION August 22 , 2016 Subject: Fee Proposal for Professional Engineering Services for Camino Capistrano Pavement Rehabilitation Dear Mr . Meshkin , CNC appreciates the opportunity to submit our fee proposal for engineering design services for the subject project. Attachment • A" shows the hourly breakdown for performance of individual project tasks for the project. The total not to exceed fee for performance of the serv ices as outlined in the technical proposal is as follows : Base Serv ices (Tasks 1-4) $28 ,877 Optional Tasks: Survey & Mapping $3 ,640 Traffic Index Analysis $915 Traffic Control and Staging Design $4 ,160 Should CNC be selected by the City of San Juan Capistrano as the most qualified team , we are ready to further discuss our proposed scope of work , schedule and fee . Please contact me with any questions regarding this proposal at any time . Sincerely , CNC Eng ineering /'> . 'lA JAJ7 ~- Shahab (Se :n;a z ari ~~E . . . .. ~ Director of Engineering Attachments : A-Man-hou r Breakdown B -CNC En gineering 's Standard Billing Rates 2121 Alton Parkway • Suite 200 • Irvine • California • 92606 • P.949.863.0588 • F.949.863.0589 • www.cnc-eng.com ATTACHMENT A CAMINO CAPISTRANO PAVEMENT REHABILITATION PREPARED FOR CITY OF SAN JUAN CAPISTRANO PREPARED BY: CNC ENGINEERING DATE: AUGUST 22, 2016 TASK DESCRIPTION 1 Project Administration 2 Research and Data Collection Record Drawings Research Utility Investigation 3 Pavement & Soils Investigation 4 Construction Documents Title Sheet Pavement Rehabilitation Plans Signing and Striping Plans Utility Coordination Special Provisions Final Op i nion of Probable Construction Cost ESTIMATED LABOR HOURS TOTAL NOT-TO-EXCEED AMOUNT Optional Task: 1 Survey & Mapping 2 Traffic Index Analysis 3 Traffic Control and Staging Design PROJ SURVEY PROJ MGR MGR ENGR $150 $125 $125 8 2 2 6 2 4 2 2 2 4 4 16 1 6 2 4 8 8 2 2 33 0 54 4 4 2 4 2 12 DESIGN SURV Admin SUB OTHER EST TOTAL I ENGR CREW CONTRACT DIRECT TOTAL NTE $110 $165 $60 LUMP SUM COSTS HRS AMOUNT I 2 12 $1 ,570, ' 8 2 $300 18 $2 ,350 2 8 $920 $7 ,377 4 $7 ,927, 6 $800 32 2 70 $8 ,640 7 $900 4 2 14 $1 ,660 8 24 $2 ,680 8 12 $1 ,430 52 0 18 175 $7,377 $300 $28,877 16 24 $3 ,640 $115 6 $915 16 34 $4 ,160 ATTACHMENT B CNC ENGINEERING STANDARD HOURLY FEE SCHEDULE FOR PROFESSIONAL SERVICES Effective May 1, 2009 Professional Engineering Services $175 .00 $150 .00 $125 .00 $110.00 $ 90 .00 $ 75 .00 $ 60 .00 $ 50 .00 Principal-in-Charge Senior Project Manager Project Manager Project Engineer Design Engineer AutoCAD Designer Administration Technician Professional Field Survey and Construction Inspection Services $125 .00 $ 85 .00 $110.00 $165 .00 $220 .00 $300 .00 $ 70 .00 $ 95 .00 $ 85 .00 Survey Manager Project Surveyor One (1) Man Crew Two (2) Man Crew Three (3) Man Crew Four (4) Man Crew Survey Technician Sen ior Construction Inspector Construction Inspector Direct Project Expenses Photo Copies -Color Photo Copies-Black & White/Fax Plan Sheet Printing -In house bond/Mylar Subconsultant Services Subcontracted Services/Reprodudion Federal Express , etc. Deliveries Communications (fax , telecommunications , etc .. ) Project Communication Fee $2 .75 per page $0 .25/1 .70 per page $1 .75/5 .00 per square foot Actual cost+ 15% Actual cost + 15% Actual cost Actual cost . $5 .00/hour An overtime premium multiplier of 1.5 will be applied to the billing rate of hourly personnel who work overtime in order to meet a deadline , which cannot be met during normal hours . This will be agreed to by both parties prior to implementation of this multiplie r. •cN C . PROPOSAL August12,2016 Professional Engineering Services for Camino Capistrano Pavement Rehabilitation Prepared for: Attn: Mr. Paul Meshkin , P.E. Senior Civil Engineer Public Works and Utilities Department 32400 Paseo Adelanto San Juan Capistrano , CA 92675 Submitted by: ENGINEER! NG I SURVEYING !CONSTRUCTION 2121 Alton Parkway, Suite 200 Irvine, CA 92606 Ph .949.863.0588 Fax.949.863.0589 www.cnc-eng.com City of San Juan Capistrano Attn : Mr. Paul Meshkin , P.E . Senior Civil Engineer Public Works and Utilities Department 32400 Paseo Adelanto San Juan Capistrano , CA 92675 ENG I N EE RING ! S U R VEY I N G J CONSTIUCT I ON August 22 , 2016 Subject: Proposal for Professional Engineering Services for Camino Capistrano Pavement Rehabilitation Dear Mr . Meshkin , CNC appreciates the opportunity to submit our proposal for engineering design services for pavement rehabilitation of the southbound lanes of Camino Capistrano from the 1-5 off-ramp to approximately 1 ,600 LF south , just prior to the widening of the roadway . The key personnel identified within the proposal will be committed to performing the required tasks throughout the duration of the contract. The team will be led by the undersigned , as the Management Contact authorized to sign the agreement for CNC and the Project Manager responsible for day-to-day management of the project. My contact information is as follows : Shahab (Sean) Nazarie , P.E. (Address and office phone number on the bottom of the page) Direct Phone Number: (949) 419-8103 ; E-mail : snazarie@cnc-eng .com CNC hereby attests that this proposal is made without collusion with any other person , organization or party submitting a proposal and it is in all respects fair and in good faith without collusion or fraud . CNC is prepared to accept all terms and conditions of the City 's standard professional services agreement and insurance requirements . This proposal will remain valid for 90 calendar days from the date of submittal. The enclosed proposal is formatted as follows : Page Sect ion A -Firm Credentials 2 Sect ion B-Organization Chart & Short Resumes 6 Section C-Work Plan & Schedule 8 Sect ion D-Project Schedule 12 Attachments • Full Resumes • Project Sheets We trust this proposal meets the City 's expectations . Please contact me with any questions about th is proposal. Respectfully Subm itted , CNC Engineering /'>·~ Sean Nazarie , P.E. Director of Engineering 21 21 A lton Parkway • Suite 200 • Irvi n e • Californ ia • 9 2606 • P.949 .863 .0588 • www .cnc-eng .com .._CNC I NG l fo;'HI INC I SU IVH INC CONtfl UCfiON SECTION A FIRM CREDENTIALS/ PROFILE YEAR ESTABLISHED : 1985 FIRM PRINCIPAL: LEGAL STRUCTURE: Clement Nemec Calvillo , P.E., President Corporation NUMBER OF EMPLOYEES: 48 CAMINO CAPISTRANO PAVEMENT REHABILITATION FINANCIAL STABILITY: CNC is financially solvent and our latest reviewed financial statements of the company (December 31, 2014) reflect equity exceeding $1 ,500 ,000 . Our current assets exceed our current liabilities for a positive working capital of over $650 ,000 . PROJECT EXPERIENCE: CNC has provided roadway design services to public works agencies throughout Southern California since its founding 30 years ago. The CNC project team assembled for CIP 16102 has designed street rehabilitation plans for over ·50 miles of roadways throughout Southern California over the last five years and also provided construction staking services for the Junipero Serra /Rancho Viejo intersection improvements in 2010 . Detailed scope of services along with client references , dates of service for recent relevant projects are as follows : City of Costa Mesa 77 Fair Drive , 4th Floor Costa Mesa , CA 92628 Raja Sethuraman , P.E. Transportation Services Manager Phone: (714) 754-5032 E-mail : raja .seturaman@costamesaca.gov Harbor Boulevard/Adams Avenue Intersection Widening 2 2014 CNC prepared construction documents for PS&E , legal descriptions and plats for widening of this arterial intersection . Work included design survey , level of service calculations , preliminary alignment study , street improvement , drainage design , signing and striping plans , traffic handling and stage construction plans , coordination with OCT A for relocation of three (3) bus stops , meetings with affected property owners and construction support services . CNC also prepared legal descriptions, plats and offiste improvement plans for acquisition of right-of-way at eight (8) adjacent properties . ~CNC l NG IN E UI HC I SU I VfY I NG f C O PUt I UC tiOH SECTION A FIRM CREDENTIALS/ PROFILE City of Norwalk 12700 Norwalk Boulevard , Room 12 Norwalk , CA 90650 City of Carson 701 E. Carson St Carson , CA 90745 City of Laguna Beach 505 Forest Laguna Beach , CA 92651 Randy Hillman Project Manager (562) 929-5723 RHILLMAN(ci)no rwalkca.go v Rick Boutros , P.E. Princ ipal Manager Phone : (310) 830 -7600 Ext. 1812 E-mail: rboutros@carson .ca .us Mark Trestik , P.E. Ass istant City Enginee r (949) 497-0300 mtrest ik @laguna bea chci ty .net Rosecrans Avenue & Bloomfield Avenue Rehabilitation Broadway Pavement Rehabilitation City Wide Street Rehabilitation , CIP# 325 CIP# 245 CIP # 125 3 2014 2009 2010 2013 2014 CAMINO CAPISTRANO PAVEMENT REHABILI TATION As part of phase II of the 1-5 pre -construction mitigation , CNC prepared the plans , special provisions and estimates for street rehabilitation of approx imately two miles of Rosecrans Avenue and Bloomfield Avenue . Work included field invest igation , des ign survey and mapp ing , value engineering analys is, geotechnical invest igation , preparat ion of plans and details for wheelchair ramps , pavement rehabilitation , curb and gutter reconstruction and sidewalk improvements . CNC prepared the PS&E for street rehabilitation of approximately 2 miles of Broadway . Work included pavement reconstruct ion , design of new curbs , sidewalks and dr iveways that requ ired reconstruct ion , design of various pavement rehab il itation strategies , ut ility research and coordination , and preparation of signing and str iping and traffic control plans . CNC also provided construction support services including meeting attendance , contractor submittal rev iews and responding to RFis. CNC prepared the plans , specifications and estimates for rehabil itat ion of over 10 million square fee t of pavement on 300 streets throughout the City of Laguna Beach . Scope of work included visual evaluation of the condition of sidewalks and pavement on each street , tabulating and comp ili ng the acqu ired data and preparation of plans and cost estimates for repairs and reconstruction of damaged portions of each street ~CNC ( KCIN'UIIHC I su HfY I NC I CONSUUC:TIOK CAMINO CAPISTRANO PAVEMENT REHABILITATION SECTION A FIRM CREDENTIALS/ PROFILE Sub-consultant Project Experience : CNC 's geotechnical sub-consultant , Hushmand Associates, Inc . (HAl) has performed pavement investigation on numerous public works improvement projects. Examples of similar projects completed by HAl in the past five years include : City of Costa Mesa 77 Fair Drive , 4th Floor Costa Mesa , CA 92628 City of Lake Forest 25550 Commercentre Drive , Suite 100 Lake Forest , CA 92630 Raja Sethuraman , P.E. Transportation Services Manager Phone : (714) 754 -5032 E-mail : raja.seturaman@costamesaca .gov Angel Fuertes Principal Civil Engineer Phone: (949) 461-3400 Email : afuertes@lakeforestca .gov Harbor Boulevard/Adams Avenue Intersection Widening Alton Parkway Gap Closure 4 2011 2012 HAl provided geotechnical engineering services including drilling and logging borings , measuring thicknesses of the existing pavement section , collecting and performing laboratory tests on subgrade soil samples to characterize site soil conditions , and designing new pavement sections along the existing asphalt concrete (AC) paved intersection of Harbor Boulevard and Adams Avenue in Costa Mesa . HAl also provided geotechnical engineering recommendations to mitigate the adverse effects of the high expansion potential of onsite subgrade soils. HAl provided geotechnical engineering design and Construction Quality Assurance (CQA) services for the Alton Parkway Gap Closure project , located within Shea Baker Ranch in the City , between Commercentre Drive and Town Centre Drive . This gap closure project is an easterly extension of the Alton Parkway Improvements Project between Irvine Boulevard and Commercentre Drive , designed by the County of Orange. Therefore , the purpose of the project was to close the gap between Commercentre Drive and Towne Centre Drive , a length of approximately 4,6821inear feet. ~CNC INGUUIIIHG !SUIVffiNG CONUI UCHOrt SECTION A FIRM CREDENTIALS/ PROFILE City of Downey 11111 Brookshire Avenue Downey, CA 90241 Ed Norris Deputy Director of Public Works Phone: (562) 904-7109 Email : enorris@downeyca .org 1) Lakewood Blvd Improvements , Phase 3B and 3C ; 2)Brookshire Ave Pavement Rehabilitation; and 3)Gardendale St Pavement Rehabilitation 5 2013 CAMINO CAPISTRANO PAVEMENT REHABILITATION 1) HAl conducted a geotechnical investigation to evaluate subsurface soil conditions and provide design recommendations for street improvements on Lakewood Blvd between Florence Ave and Telegraph Rd , masonry wall foundations along the frontage roads , and street lightning and traffic signal pole foundations in Downey . The approximate total length of the project is 5,300 linear feet. 2) HAl conducted a geotechnical investigation to evaluate subsurface soil conditions and provide design recommendations for rehabilitation of Brookshire Ave between Imperial Hwy and Davis St in Downey . The approximate total length of the project is 6,900 linear feet. 3) HAl conducted a geotechnical investigation to evaluate subsurface soil conditions and provide design recommendations for rehabilitation of Gardendale St between Lakewood Blvd and Garfield Ave. The approximate total length of the project is 9,200 linear feet. The project alignment is located within the jurisdiction of the cities of Downey , Paramount , and South Gate . ~CNC utG I N HI I HO 1 sv• v tY '" G lc oH Htucrtow CAMINO CAPISTRANO PAVEMENT REHABILITATION SECTION B ORGANIZATION CHART CNC Project Team Key personnel will be available for the duration of the required services and none will be removed or replaced without the prior written concurrence of the City of San Juan Capistrano . FIELD SURVEY & MAPPING Vlad islav Skrejev , PLS PROJECT MANAGER Shahab (Sean) Nazarie , P.E. 6 PAVEMENT INVESTIGATION Ben Hushmand, P.E. (HAl) .. CNC (NCUI fill NG I )Ul v ( T lNG 1 COJrU t IV.C liON CAMINO CAPISTRANO PAVEMENT REHABILITATION SECTION B SHORT RESUMES Shahab (Sean) Nazarie, P.E.-Project Manager Education: M.S. Civil Engineering , California State University, Long Beach, 1990 Mr . Nazarie has over 35 years of public works design experience . He has been a registered professional engineer in California since 1983. Recent project successes include managing the design , right-of-way engineering and construction support services for the widening of Harbor Blvd/Adams Ave intersection in the City of Costa Mesa , Widening of a Y2 mile segment of Commonwealth Avenue in the City of Buena Park , widening of% mile segment of Broadway in the City of Carson and slope stabilization and roadway reconstruction on Skyline Drive in the City of La Habra Heights. James Cramsie, P.E., QSD-Project Engineer Education: B.S. Civil Engineering , California State University, Long Beach, 1995 Mr. Cramsie has over 17 years of public works design experience . He has been a registered professional engineer in California since 1998 . Recent project successes include serving as the Project Engineer for design , right-of-way engineering and construction support services for the widening of Harbor Blvd/Adams Ave intersection in the City of Costa Mesa , Widening of a Y2 mile segment of Commonwealth Avenue in the City of Buena Park , widening of X mile segment of Broadway in the City of Carson and slope stabilization and roadway reconstruction on Skyline Drive in the City of La Habra Heights. Upendra Joshi, P.E. -Design Engineer Education: B.S. Civil Engineering, Bapuji Institute of Engineering and Technology, Davangere, India , 1996 Mr . Joshi has over 16 years of experience in the field of civil engineering. Recent project successes include the PS&E for overlay and reconstruction of one mile of Proctor Avenue in the City of Industry , 1-215/Scott Road interchange on-ramps and off-ramps , including additional lanes in the City of Riverside and widening and reconstruction of approximately 2 miles of Monterey Ave . in the City of Thousand Palms , including Caltrans fact sheets and permitting for work at the 1-10 crossing . Vladislav Skrejev, PLS-Surveyor Education: Master of Science in Geodesy , University of Architecture and Civil Engineering , Sofia , Bulgaria , 2000 Mr . Skrejev has over 13 years of experience in topographic , boundary and control surveys . Recent project successes include topographic field survey and mapping of the arterial intersections of Harbor Boulevard and Adams Avenue in Costa Mesa , Skyline Drive storm drain project in the city of La Habra Heights , and Telegraph Road in the city of La Mirada . Ben Hushmand, PhD, PE (HAl) -Pavement Engineering Education : Ph.D ., Civil (Geotechnical & Earthquake) Eng., California Institute of Technology , 1984 Dr. Hushmand is president of Hushmand Associates , Inc . and is also a former faculty associate at the California Institute of Technology in Pasadena since 1990. He has more than 25 years of experience in geotechnical engineering projects . He has managed and acted as lead engineer for numerous challenging public and private projects of the last two decades involving pavement design and construction of streets , roads and alleys , seismic hazards and geotechnical evaluations including slope stability analyses, shoring designs and landslide repair designs and construction oversight of buttresses , tie-back anchors , and drilled sheet piles and caissons . 7 NC t MC JN f U I NG 1 5u• vE TINC IcoNs uvc" OH CAMINO CAPISTRANO PAVEMENT REHABILITATION SECTION C WORK PLAN Project Understanding Camino Capistrano is classified as a primary arterial highway on the OCTA Master Plan of Arterial Highways . The road consists of two travel lanes , a striped center median and a sidewalk on the west side of the road form the 1-5 off- ramp to approximately 1 ,600 feet south . CNC understands the project objective is to rehabilitate the pavement in the two southbound lanes . The outside lane within the northerly 1,600 foot long segment has recently been ground and overlaid and the pavement appears to be in good condition , except for several hundred feet of very pronounced depression in the wheel path (rutting) across from Pacific Sales and the Redline buildings , shown in Photo 1. Photo 1. Deep Pavement Rutting in The Outside Lane approximately 900 feet south of the 1-5 Off-Ramp There is also extensive transverse and longitudinal cracking in the inside lane of this segment (Photo 2) . .._...... ~ 'i ' '="-=-:: ." ' ~;--~ ':::··~~-;.·~--~ Photo 2. Transverse Cracking in the Number One Lane of the Northerly Segment 8 ~CNC t HGJN HRINC I SVIV ( YINC I cON S TliiCIION CAMINO CAPISTRANO PAVEMENT REHABILITATION SECTION C WORK PLAN Project Appro ach The following is a detailed description of the tasks required for the successful completion of this project: 1. Project Administration CNC will attend a kickoff meeting to refine the scope of services and to finalize any administrative details such as point-of-contact for each team member. Thereafter , CNC Project Manager will be available to attend coordination meetings as requested by the City to discuss design issues , construction cost, project schedule and impacts to the community . CNC will prepare and distribute minutes of all meetings including a list of action items and responsible party . Monthly Status Summaries will be submitted showing the estimated percentage of completion , a summary of accomplishments during the reporting period and a list of planned activities for the next reporting period . 2. Research and Data Collection Record Drawings Research -CNC will obtain copies of relevant design reports and record drawings of the street and utility improvements from the City , County and Caltrans . CNC will use available record drawings of existing street improvements to create a base map for the pavement rehabilitation plans . CNC will field ver ify the information on the record drawings and update the base map . This task excludes any land surveying. If the available information is found to be insufficient for creating a workable base map , then with the approval of the City , CNC will perform land surveying and mapping of the project site . Refer to Optional Task 1 for "Topographic Survey & Mapping ". Utility Investigation: CNC will compile a list of utility purveyors with facilities in the area and will augment the list in consultation with the City . We will notify each purveyor of the City's proposed project and schedule of work and will request copies of record drawings of existing facilities within the project limits as well as a copy of schedule of completion of any on-going or planned improvements within the project site over the next 3 years . 3. Pavement Investigation CNC will conduct visual evaluation of the pavement condition along the entire project and mark the boundaries of pavement removal and reconstruction areas on the base map. CNC 's geotechn ical sub-consultant, Hushmand Associates , Inc. (HAl) will also perform full pavement investigation . The investigation will consist of a total of two (2) pavement core samples within the existing southbound lanes to explore and define layer thicknesses and where detectable , prior resurfacing history . One boring will be extended to a depth of approximately 10 feet below the existing ground surface or to depth of refusal, whichever is reached first and the other to a depth of 5 feet. Ground water encountered within the depth of the testing limits will be recorded , where applicable . Laboratory analysis will include subgrade soil classification and moisture content , sand equivalency , maximum dry density and opt imum moisture content and R-value strength determination . The results of the investigation will be presented in a report format signed by the supervising California Registered Civil Engineer. Pavement core data will be combined with laboratory so il strengths and projections of future traffic use to develop appropriate replacement sections and/or overlay options . CNC is prepared to perform additional services to calculate the traffic index, as shown under Optional task 3. The existing sections will be compared to the required replacement sections , providing a basis for development of current structural needs and reinforcement requirements . Work excludes the following: • Traffic Control Plans 9 ... ~CNC lHGJN (UING-f \01\1£ YIN C. I CONS t I UC t I ON CAMINO CAPISTRANO PAVEMENT REHABILITATION SECTION C WORK PLAN • Hot Asphalt Patch • Coring Through PCC • Contaminated Soil Disposal 4. Construction Documents The following is a list construction drawings for base services . Each sheet will have a border with a project title block , scale , north arrow and a list of construction and disposition notes: };> Title Sheet-This sheet will include a location map and index map along with a list of utility and agency contacts , general notes , typical sections and details required for construction . Additional sheets will be provided if necessary. };> Pavement Rehabilitation Plans-Unless otherwise directed by the City, drawings will consist of plan and profile views at 20 ' scale horizontal and 4' scale vertical cut sheets prepared under Tasks 2 or optional task 1, as appropriate . The plans will show the necessary information for pavement rehabilitation , if necessary, new curb & gutter and sidewalk , utility adjustments and disposition of other existing surface culture within the project limits . };> Signing and Striping Plans-This task consists of preparation of plans and details to restore signing and striping for the project per the latest edition of CA MUTCD. The plans will also show the existing and proposed signal loops . Utility Coordination-CNC will submit one complete set of final plans and specifications to all affected utilities and will follow up with each utility to identify and resolve any conflicts with the improvements . All utility correspondence will be submitted to the City. CNC will maintain a utility log with the names and contact information for all the utility purveyors along with the dates and summary of all correspondence with each purveyor . Specifications-This task consists of preparing the technical provisions based on the Green Book , providing the bid schedule and editing the boiler plate for this project. Opinion of Probable Construction Cost-CNC will prepare an itemized quantity estimate and statement of probable construction cost. Optional Tasks: 1. Topographic Survey & Mapping CNC recently provided topographic survey and mapping of the intersection of Camino Capistrano and the 1- 5 off-ramp . Therefore , there will be no need to apply for an encroachment permit from Caltrans for survey within the State right-of-way. We will also use the survey controls established for that work to perform the new survey . Field survey will extend 200 feet beyond the limits of improvements and up to the westerly back of sidewalk and the striped median . Survey will consist of cross sections at 25-foot intervals, with elevations at centerline, top of curb , back of sidewalk , gutter flow lines , edge of gutter, edge of pavement , lane lines , crown lines, angle points , top of "X", bottom of "X" at driveways and curb ramps and back of driveway approaches , beginning, middle of curve and end of curb returns, cross gutters and spandrels , missing wheel chair ramps (WCRs) and at grade breaks. Survey will also include all surface culture within the project limits such as meter boxes and utility poles. All survey points will be data collected and electronically transferred to our computer for preparation of the topographic mapping at 1 "=20 ' Horizontal , 1.0-foot contour intervals 10 ~CNC E HG t N f E l:I H G (lUtV tliNG jco .. s T RU:C 110H CAMINO CAPISTRANO PAVEMENT REHABILITATION SECTION C WORK PLAN and 1"=4'vertical for profile , if necessary . The base map will be augmented with data on the utility record drawings as well as information obtained from field observation . The final base map will include existing utilities , apparent existing right of way, lot line , assessor parcel numbers and street addresses . 2. Traffic Index Analysis CNC will use the services of National Data & Surveying Services (NOS) to conduct a 24-hour bi-directional Average Daily Traffic (ADT) count by Axle/Classification . CNC will utilize this data to calculate the current traffic index (T .I.) for the Project based on the procedure in Chapter 600 of Caltrans Highway Design Manual. This proposal assumes the City will provide the design year and the corresponding projected rate of traffic increase . 3. Traffic Control and Staging Design CNC will be available to prepare staging and phasing plans to define the sequence of construction and detour layout to minimize construction impact on traffic operations . 11 . . - ~CNC SAN JUAN CAPISTRANO-CAMINO CAPISTRANO REHABILITATION t N ~I N lU I N G I $U t\'l11 NG I CO N S' lUC I IO N SECT/OND PROJECT SCHEDULE I I I ~member ~ctob:r November ID Task Name Duration Start Finish B I M I E I M I E I --I B , 1 Notice to Proceed 0 days Wed 9n/16 Wed 9n/16 ..... 9/7 I 2-Research & Data Collection 15 days Wed 9/7/16 Tue 9/27/16 3 Pavement & Soils Investigation 25 days Wed 9/7/16 Tue10/11/16 4 Draft PS&E 15 days Wed 9/28/16 Tue 10/18/16 -g·-1st Plan Check Submittal 0 days Tue 10/18/16 Tue 10/18/16 ~0/18 ~ 1st Plan Check 5 days Wed 1 0/19/16 Tue 10/25/16 ~ Address 1st Plan Check Comments 5 days Wed 1 0/26/16 Tue 11/1/16 1. /11/1 r---s Final Submittal 0 days Tue 11/1/16 Tue 11/1/16 --- Task !Wtw!lllii!W}MMI m External Milestone • Manual Summary Rollup -**••nsw Split 11111 1 11 1 11111 11 111111 1 11 Inactive Task Manual Summary Milestone • Inactive Milestone .-Start-only c Summary T .... Inactive Summary v Finish-only J Project Summary G y Manual Task GWJMttWiJriiiiW Progress External Tasks ~ Duration-only ----.. --.... ,.-----·-Deadline .J. 12