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Sewer Improvement Plans 8" Sewer Main Along Portugueses Bend RoadPROFESSIONAL ENGINEERING SERVICES PROPOSAL FOR THE CITY OF ROLLING HILLIS SEWER IMPROVEMENT PLANS Li 4 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ ROLLING HILLS ROAD _Jr NTY 1C:TS cakes PREPARED FOR: PREPARED BY: Attn: Elaine Jeng, PE No. 2 Portuguese Bend Road Rolling Hills, CA 90274 PACE Advanced Water Engineering 17520 Newhope Street, Suite 200 Fountain Valley, CA 92708 714.481.73001 www.pacewater.com #B7111JULY13,2020 �Z CONTENTS COVER LETTER BACKGROUND PACE Background 1 Subconsultants 2 QUALIFICATIONS AND EXPERIENCE Project Team Organization 3 Personnel Qualifications 3 Project Experience 4 PROJECT APPROACH Project Understanding 6 Project Approach 7 RESUMES 8 QUALITY ASSURANCE/QUALITY CONTROL PROCEDURES ... 27 REFERENCES 28 SCHEDULE AND SCHEDULE CONTROL Schedule (Optional Tasks Not Shown) 29 Schedule (Optional Tasks Shown) 30 FEE SCHEDULE/COST PROPOSAL separate sealed envelope Fee & Optional Scope of Services B711 1 CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE COVER LETTER PACE Advanced Water Engineering July 13, 2020 Elaine Jeng, PE - City Engineer No. 2 Portuguese Bend Road - Rolling Hills, CA 90274 Re: Professional Engineering Services Proposal for the City of Rolling Hills Sewer Improvement Plans 8"Sewer Main Along Portuguese Bend Road/Rolling Hills Road "...weareableto provide engineering services per your requested scope of services that were divided into eight (8) tasks described in the RFP, and we included in our proposal several optional services under Task #8 with reputable subconsultants... mobile: (714) 553-6967 Dear Elaine, Thank you for the opportunity to provide our proposal to the City of Rolling Hills (City), and to offer our initial thoughts to design the first 2,000 feet of primary sewer collection main along Rolling Hills Road that will allow future expansion of a sewer collection network to systematically convert residences from their aging privately owned and maintained septic systems. We have studied and reviewed contents provided in your Request for Proposal (RFP). Your project involves multiple public agencies and stakeholders, so it will require multiple encroachment permits and approvals for pipeline and connections. Based on concept plans provided by the City, shoring is required since the sewer pipe trench can range between 8 feet to 12 feet. Rolling Hills Road typically is a narrow two lane roadway and the pipeline will need to be installed at two busy intersections, so traffic control planning will be a challenge. Based on the current construction trend, the construction cost (contractor portion alone) should range between $600,000 to $700,000, so this is a significant first investment step into a reliable sewer collection system. The PACE team is tasked to demonstrate our experience and knowledge to help the City to develop a comprehensive work plan to reduce risks from financial burden of construction change orders and delays that could impact local residents from this pipeline project. With that said, while we are able to provide engineering services per your requested scope of services that were divided into eight (8) tasks described in the RFP, and we included in our proposal several optional services under Task #8 with reputable subconsultants that we believe will complement PACE and stakeholders to achieve these important common objectives. With a combined 30 years of municipal / public agency experiences, with the most recent 17 years as the Principal Civil Engineer for the City of Huntington Beach, I offer technical expertise on engineering municipal water, wastewater, and recycled water infrastructure in both the design role and the project management role. 1 have read, understood, and agreed to all statements in this request for proposal and acknowledge receipt of all addendums/amendments as well as to the terms, conditions, and attachments referenced. We are excited to have the opportunity to demonstrate our capabilities to work with the City to complete wastewater infrastructure projects that we can all be proud of for years to come. Sincerely, Duncan S. Lee, PE i�ii��-�-• Principal, QA/QCManager -Utilities Division office: (714) 481-0662 e-mail: dlee@pacewater.com 17520 Newhope Street, Suite200 - Fountain Valley, CA 92708 BACKGROUND - 1 ABOJT PACE PACE is an approximately 75 -person civil engineering firm located in Fountain Valley, miles from the City of Rolling Hill's offices. PACE specializes in advanced civil engineering services, drawing from an extensive construction and operations background that supports practical and sound engineering solutions that are constructible and easy to operate. All engineers proposed herein have been trained in the field with specific focus on materials of construction, controls and automation, and accessibility. The City benefits from PACE's senior -level staff direct project involvement with experience working with the City. PACE has been the principal design engineer for numerous infrastructure facilities throughout Southern California for municipalities. 0 Incorporated Year 1987 / State of ' 711 California Engineering Services 0 no 75 Employees (approx.) Firm Water /Wastewater P Water / Sewer Pipeline Stormwater Permitting Relevant Expertise Areas Provided for the Last 30+ Yrs ♦ Sewer Collection • Sewer Lift Stations • Sewer Flow Monitoring ♦ Sewer System Rehabilitation ♦ Specialty Sewer Hydraulic Structures ♦ Sewer Master Planning ♦ Recycled Water Distribution • GIS and Water Resource LOCAL REGION EXPERIENCE The PACE team has sewer and water projects within the surrounding areas both recently and currently. This experience gives us a great understanding of local conditions, constraints and requirements leading to the application of the best practices and most efficient project execution on the City's projects. • City of Anaheim • City of Redondo Beach • City of Huntington Beach • City of San Clemente • City of Long Beach • Irvine Ranch Water District • City of Manhattan Beach • Los Angeles County Department of Public • City of Newport Beach Works 11 • 11 SEWER IMPROVEMENTS PACE is well versed in planning, engineering, construction and operation of sewer collection systems. We rely on our hands-on experience with deploying these systems to determine the proper planning techniques and design requirements for cost and operationally effective systems. PACE utilizes state-of- the-art modeling software and AutoCAD tools such as Civil 3D to develop practical conveyance schemas. Energy use is an important factor in conveyance systems and we can identify design and operational methodologies to produce highly energy efficient systems. PACE recently provided replacements of large piping sections in Lathrop, California in high corrosive groundwater conditions which required careful consideration of materials, dewatering, and construction methods and inspections. Replacement or repair of sanitary sewer infrastructure is often more challenging than water or storm drains where service can be more easily interrupted and construction can be completed during dry periods. Our experience includes various sewer line rehabilitation techniques including slip -lining, cured -in -place pipeline (CIPP) liners, and pipe bursting. We employ successful techniques to avoid unintended low or high points, and instead design piping for consistent slope with intentional high points containing air -vacuum valves and intentional low points with blow -off valves. In areas with saline shallow groundwater, we offer extensive experience with corrosion resistant piping and fittings including C900-905 or HDPE plastic and bagged flange kits. Accurate cost estimates are developed based on a combination of construction index pricing and also based on real completed projects to ensure accurate estimates for project budgets. ♦ Los Angeles County Waterworks District No. 29 ♦ OC Public Works • Orange County Sanitation District • Riverside County Flood Control &Water Conservation District B711 I CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE BACKGROUND - 2 KEY UNIQUE QUALIFICATIONS Demonstrated Success with Proven Performance on Numerous Completed Municipal Projects Provides Confidence to City Staff: Accurate cost estimates, and efficient and robust configurations. Senior Level Staff Directly Involved in Communication, Design Solutions, and Start -Up Services: Project Manager Duncan Lee and other key PACE staff involved in City Projects are senior -level staff who are directly connected to the design and City Communication. - Wear "the City's Hat" With Key Team Member that is Former Senior Engineer for Local City: Duncan Lee, PE, the team's QA/QC principal, recently joined PACE with 30 years of public agency experience and 17 years as the Principal Civil Engineer for the City of Huntington Beach. He has managed and designed a multitude of municipal water, sewer and storm drain improvement projects and best understands the owner's perspective and drivers that influence these projects. Constructability and Operability Background Ensures Buildable and Low -Cost Reliable Operation: PACE has extensive background in design -build, CMAR, and operations that provide unique insight into project designs to improve constructability and minimize construction cost. Creative solutions for rehabilitation of drainage and sewer systems with access challenges. Advanced complex hydraulics analysis and design capabilities and specialized techniques and applications for analysis of existing sewer systems. S,BCONSULTANTS ... GUIDA SURVEYING INC. SURVEYING Extensive Experience Designing for Unique Coastal Environment Requirements: Practical and cost-effective strategies have been developed to address constructability in highly dense, high value adjacent properties for coastal communities with challenging environmental/regulatory constraints such as San Clemente, Huntington Beach, Redondo Beach and Manhattan Beach. • A multi -disciplined land surveying firm that provides project -based and on -call geomatics services • Utilizes Trimble S7 with Vision technology total stations, Trimble R10 GNSS receivers, and Trimble TSC3 and TSC7 data collectors • Utilizes Trimble Business Center for data processing, point code reduction, and GPS adjustments • Contains Trimble SX-10 and utilizes Leica C10 laser scanners and Cyclone software • Owns and operates DJI Phantom 4 Pro unmanned aerial vehicles (UAV) OPTIONAL SUBCONSULTANTS PACFIC COAST LOCATORS POTHOLING GEOTECHNICAL • Performs Subsurface Utility Investigations using Electro-Magnetic & Ground Penetrating Radar to locate equipment to clear & mark out conductive & non-conductive underground utilities including sewer lines, water lines, natural gas lines, electrical lines, telecommunication lines, irrigation lines, and area & storm drain pipes • Uses concrete scanners to clear and mark -out rebar and electrical lines • Provides geotechnical engineering and geological services • Has two full -service in-house laboratories to perform all geotechnical testing • Participates in yearly proficiency sample testing for various materials such as aggregate, concrete, masonry, reinforcing steel, and soil TMFFICCONTROEENGINEERIN INC. TRAFFIC CONTROL • Specializes in traffic and transportation engineering including preparing traffic control plans and detour plans for construction work in/about public streets, and conducting traffic impact studies and alternative alignment evaluation for constructing underground utility lines • Has prepared traffic control plans for Caltrans as well as various cities, counties, water districts, and private contractors throughout Southern California 4117-9EIsIVRINENsAIENTAI FLOW MONITORING VCS Environmental Intl MAIM fig 0,1* •+„.N.FI.• • A Fluid & Metering Business Unit of IDEX Corporation that provides collection system flow and rainfall data • Provides real-time flow data, flow monitoring reports, software, field services, data processing, Web -based information and statistical reporting • A full service environmental consulting firm located in San Juan Capistrano • Provides expert solutions to each project related to project entitlement, CEQA/NEPA, wetlands restoration, biology, ENVIRONMENTAL jurisdictional waters and wetlands regulations or cultural resources B711 1 CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE QUALIFICATIONS AND EXPERIENCE — 3 ROJ CT TEAM ORGANIZATION Project Manager Duncan Lee, PE Principal QA/QC — James Matthews, PE subconsultants 1. GuidaSurveying,lnc. 2. Pacific Coast Locators 3. Converse Consultants 4. Traffic Control Engineering, Inc S. ADS 6. VCS Sr. Project Manager Sr. CAD Designer Robert Murphy, PE Thomas Gutierrez Survey Tim Fettig, PLS' Adam D'Alvia, PLS' Dean Bouldin, Ply' Traffic Control (optional) David Kuan, MS, PE 4 •`i112 dol LL1 ;VA Potholing (optional) Don Greenman, GPR, EM Z Drew Hoogenhuizen, GPR, EM z Rick Huerta, Senior GPR, EM Flow Monitoring (optional) Paul Mitchell, PE S Jackie Crutcher Shay Koerber Geotechnical (optional) Siva K. Sivathasan, PhD, PE, GE, DGE, QSD, F.ASCE Parameswaran (Ram) Ariram, [IT; Environmental (optional) Dan Bott, CEQA RSO\\FL QUALIFICATIONS INAM ER ENCE, EDU ATION_ EX jPI OFBEGR. RELEVANT EXPERTISE DUNCAN LEE, PE Project Manager 17520 Newhope St, Ste 200 Fountain Valley, CA 92708 32 years BS Civil Engineering, CSU, Long Beach PE — CA: 44825 JAMES (JAMIE) MATTHEWS, PE Principal/QA/QC 17520 Newhope St, Ste 200 Fountain Valley, CA 92708 26 years BS Civil Engineering, CSU, San Diego PE — CA: 57446 • Sewer, Municipal Water, and Storm Drain Improvements • Water and Wastewater Infrastructure • Pump Stations • QA/QC Review • Construction Management • Rate Studies • 0&M • Construction Cost Estimating • Feasibility and Planning Studies • Pipeline systems / hydraulics • Pump stations / mechanical • Instrumentation & controls systems • Plan review / QA/QC • Cost estimates • Constructability review RELATED PROJECT EXPERIENCE • City of Redondo Beach Legado Development Sewer Upgrades • City of Huntington Beach — Beach Boulevard Sewer Replacement • City of Manhattan Beach Poinsettia, Voorhees and Pacific Sewer Lift Stations Upgrades • Tri-City Regional Sanitary District Phase I Wastewater Collection System & Water Reclamation Facility - Gila County, AZ • City of Huntington Beach Gravity Sewer Installation and Oceanhill Sewer Lift Station Demolition • Huntington Beach Well 9 Wellhead Treatment System & Sewer Line Improvement • City of Manhattan Beach Poinsettia, Voorhees and Pacific Sewer Lift Stations and Sewer Line Upgrades • Grizzly Ranch Potable Water Mains and Infrastructure • BNSF Groundwater Water Mains and Infrastructure • Avi Resort Water and Wastewater Infrastructure B711 1 CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE QUALIFICATIONS AND EXPERIENCE - 4 NAMEFROVEIVE ICEIL'OCATION,< &� /EXP.ERIENCE EDUCmATIONIPLROULEGR ROBERT MURPHY, PE Sr. Project Engineer 17520 Newhope St, Ste 200 Fountain Valley, CA 92708 14+ years BS Civil Engineering, CSU, Long Beach PE — CA: C83207 THOMAS (TOM) GUTIERREZ Sr. CAD Designer 17520 Newhope St, Ste 200 Fountain Valley, CA 92708 23 years AA, Applied Science, Computer Aided Drafting Technology, ITT Technical Institute RELEVANT EXPERTISE • Sewer collection • Pumping facilities • Surveying services • Equipment selection • Construction administration • Development of plans, specifications, and reports • Cost estimates • Fittings, Valving, pipe materials, and ratings • Mechanical Assemblies • Site grading, drainage, and utility plan/profile design • Plan Sets for Pump System Layouts RELATED PROJECT EXPERIENCE • BNSF Groundwater Wells, Water Tank and Booster Pump Station • Vernon Water Main Replacement • Huntington Beach Well 9 Wellhead Treatment System & Sewer Line Improvement • Valley Vista Wastewater Collection System • City of Santa Paula 42"Main Sewer Trunk Line and 12"Watermain Extension • City of Redondo Beach Legado Development Sewer Upgrades • Vernon Water Main Replacement • Orange Grove and Rancho Mesa Verde Potable Water System • Huntington Beach Well 9 Wellhead Treatment System & Sewer Line Improvement GUIDA SURVEYING, INC. (GUIDA)— SURVEY TIM FETTIG, PLS Project Manager 9241 Irvine Blvd. Ste: 200, Irvine CA 92618 30 years Santa Ana College and Santiago Canyon College, Surveying/Mapping; Operating Engineers Surveying Apprentice Program PLS — CA: 7542 • Sewer, Municipal Water, and Storm Drain Improvements • Wastewater Infrastructure • Pump Stations • QA/QC Review • Construction Management • Feasibility and Planning Studies • SAPWA"Brine Line reach V" • City of South Pasadena Sewer Replacement Project • Crowther Sewer Replacement Project • Alhambra City Wide Sewer Spot Repair Project • SCWD PCH Sewer Replacement Project Dana Point ROJFCT EXPERIENCE City of Redondo Beach Legado Development Sewer Upgrades Redondo Beach CA The City of Redondo Beach will require additional conveyance capacity through new sewer pipelines and improvements in the area around Pacific Coast Highway and Avenue I. PACE is designing approximately 550' of new 12" sewer pipe and multiple manholes through multiple major intersections, and along Caltrans Pacific Coast Highway. The pipeline also traverses through City of Torrance right-of-way, so multiple encroachments are required for the project. PACE evaluated numerous alignment alternatives, and also trenchless construction technology through pipe bursting. PACE concluded that the existing pipe was too shallow for pipe bursting, and was able to identify an alignment to cross both over and under existing underground utilities. 3 Client Info Geraldine Trivedi - Civil Engineer City of Redondo Beach 415 Diamond St, Redondo Beach, CA 90277 (310) 318-0661 - Geraldine.Trivedi@redondo.org rt,.1 Team Members Duncan Lee, PE Project Manager Thomas Gutierrez Sr. CAD Designer 0 Relevant Features • 12"VCP sewer requiring permits from multiple public entities • Retained existing sewer pipe in operation for added redundancy • Evaluated multiple sewer pipeline alignments to avoid a myriad of existing underground utilities 8711 1 CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE QUALIFICATIONS AND EXPERIENCE - 5 Poinsettia, Voorhees and Pacific Sewer Lift Stations Upgrades Manhattan Beach, CA PACE is preparing plans and specifications for the City of Manhattan Beach to three (3) sewer force mains and to upgrade three (3) sewer lift stations, Pacific Avenue WWPS, Poinsettia Avenue WWPS, and Voorhees WWPS. These lift stations and force mains were originally constructed in the early 1960's, with mechanical and electrical upgrades implemented around the mid 1990's, and the facilities are now approaching the end of their useful lives. The City is concerned with reliability of these aging systems, which are further exasperated by frequent power outages from Southern California Edison. PACE was also tasked to determine if there are any gravity pipe option(s) that could eliminate any of these existing lift stations. All three lift stations are located in sensitive areas, either in front of or adjacent to homes, or in a driveway to a local church. OWING l , i n '1 P EXISTINGi81 GRA VITYAP,IRE. l'rj I ',MC AVE 17 4 i •.`,�t c'14 r` -J;' i PROP,OSED12T. PROPOSED]Lt RGE GRAVITY PI; .s...k,, ID AME ER MICRO TUNNEL ' - CASING 1-• 4 "' EXISTINGEWE 1C COUNTjf SEWER- INSIDE LLARGE DIMEdERIC b p Relevant Features • Upsizing station's wet well while keeping existing system in operation during construction • Use of submersible pumps to deepen the wet well and to reduce foot print of improvements ♦ Phased construction to avoid the need to operate a separate temporary bypass system during construction • Upgrade existing dry well to reduce project construction costs ♦ Keeping existing force mains as redundant force mains 2. Client Info Gilbert Gamboa - Sr. Civil Engineer City of Manhattan Beach 1400 Highland Ave, Manhattan Beach, CA 90266 (310) 802-5356 - ggamboa@citymb.info £ Team Members Duncan Lee, PE Project Manager James Matthews, PE Principal QA/QC Robert Murphy, PE Pumping System / Sr. Project Engineer / Mechanical Design Thomas Gutierrez Sr. CAD Designer City of Huntington Beach - Beach Boulevard Sewer Replacement Huntington Beach, CA (performed by Duncan Lee while employed by City of Huntington Beach) Led by Duncan Lee while he was the Principal Civil Engineer for the City of Huntington Beach, this project consisted of installing over one mile of 8"to 15" PVC sewer pipe was installed on Beach Blvd (-5,100' was with 15" PVC). The existing sewer main was left in operation and connected to the new sewer system to provide additional redundancy since this area was known to have issues with "fat, oil, and grease" For this project, the construction was done at night on Caltrans right-of-way, crossing 3 major arterial intersections. Additionally, the new improvement eliminated several manholes within the busy intersection on Beach Blvd and allowed new manholes to be placed outside of the intersection for easier access during routine maintenance. S Client Info Team Members Joseph Fuentes, PE - Contract Administrator City of Huntington Beach 2000 Main Street, Huntington Beach, CA 92648 (714) 536-5259 - rjfuentes@surfcity-hb.org Duncan Lee, PE Project Manager 0 Relevant Features ♦ Installation of PVC sewer pipe 4 Increased sewer flow • Remained in operation during construction ♦ Relocated manholes for ease of operation and maintenance 8711 1 CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE PROJECT APPROACH - 6 D ROJ CT UNDERSTANDING The City of Rolling Hills (City) is a gated, residential community with a population of 1,939 on the Palos Verdes Peninsula in Southern California. The community has just under 700 homes and covers an area of three square miles. The City is equestrian in nature and enjoys breathtaking views of the coastline, downtown Los Angeles, Catalina Island and pastoral canyons. The City currently does not have a sewer collection system, as all lots have their own private septic tank systems. This Request for Proposal (RFP) included the Sewer Area Study dated May of 2020 (SAS), which provided background information, including pipe size calculations and concept plans to install approximately 2,000'of 12"sewer pipe on Rolling Hills Road. The furthest downstream segment is to replace and increase flow capacity of approximately 600'of existing City ofTorrance 8"pipe, starting at the Sanitation Districts of Los Angeles County's sewer trunk line at Crenshaw Blvd. The next segment is to install approximately 1,400'of new 12"sewer pipe, starting by the Rolling Hills Tennis Club/Main Gate House and the City Hall located just south of Palos Verdes Drive, and connect to an existing sewer manhole located in between Lariat Lane and Palomino Lane. The City intends to have Rolling Hills Tennis Club/Main Gate House and City Hall be the first properties to switch over to this new sewer pipe. The new service laterals and existing septic system(s) will either be abandoned or be removed if necessary. Since there will be pipe trenches crossing an intersection, the project specifications will have the language and bid item for the contractor for monument preservation or replacement. PACE has carefully considered the appropriate approach to execute this project by reviewing contents provided in the RFP, the SAS, the site constraints for constructions, vehicular traffic flow, and lessons learned from past similar projects. The project appears to be dictated by several key factors, including and not limited to: 01 Sizing New Primary Sewer Collection Main for Ultimate Conversion Scenario Parallel Pipe Installation Approach versus Remove and Install Approach According to the December 6, 2019, Sanitation Districts of Los Angeles County (SDLAC) response to a will serve request from the City to handle future flows from 235 existing single-family homes, the projected average daily flow is approximately 61,100 gallons per day. In the SAS, this daily average flow was adjusted to reflect a peaking condition, which was estimated to be 0.478 cubic feet per second. Based on this projected additional flow, SAS concluded approximately 600'of existing City of Torrance owned pipe by Crenshaw Blvd needs to be replaced with a minimum of 12"pipe. With the actual number of homes in the City being around 685, and total parcels in the City at 758, potentially 523 additional homes outside of SAS's tributary area may want to connect to the new sewer collection system in the future. This future expansion will require installation of additional gravity mains, force mains and lift stations. Because the process to convert sewer connections will take significant financial resources and years to complete, along with on -going changes in leadership in City Council, there is a great probability that this new sewer main on Rolling Hills Road will need to handle this ultimate maximum flow, which was not analyzed. Using the average unit peaking demand from SAS, the 523 homes could increase flow by an additional 1.064 cfs, which will require several flatter segments of replacement pipe by Crenshaw Blvd to be 15' instead of as proposed in the SAS with 12" Fortunately, the additional construction cost to install a 15" pipe versus a 12" pipe is relatively insignificant. PACE recommends the City revisit potential pipe upsizing after finalizing the vertical pipe alignment by Crenshaw Blvd. The SAS included 3 sheets of concept plans. The concept plans showed the segment of existing City of Torrance 8" pipe is to be removed in order for a new 12" pipe to be installed in the same trench. While the remove and install approach can be utilized at times when the roadway lacks available space for a new parallel pipe, remove and install is not the typical preferred method of construction. The primary reason is because temporary bypass of the existing Torrance sewage would have to be installed and operated on a 24/7 continuous basis while the existing main is out of service. This is costly to provide and maintain, and then adds an enormous risk and exposure to the City for potential sewage spill. Whenever possible, the best and cheapest method is to install a parallel pipe, with new connection manholes whenever possible, as that will not require any temporary bypass during the entire construction cycle. This will then allow the existing 8"pipe to be left in place until it has reached its useful life, providing redundancy and bypass for future pipe cleaning and repair activities. B711 1 CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE PROJECT APPROACH - 7 STRATEGY 02 011 Prepare Traffic Control Plans During Design Phase Rolling Hills Road typically is a narrow two lane roadway and the pipeline will need to be installed at two busy intersections, so traffic control planning will be a challenge with the possibility that both lanes will need to be closed in the area of open trenches. The permit approval process could be exponentially more complex and time consuming with number of resubmittals since the City will likely need to obtain additional encroachment permits from the City of Torrance, County of Los Angeles, and City of Rolling Hills Estates. Need for Actual Flow Monitoring for Connection Approval with the Sanitation Districts of Los Angeles County, City of Rolling Hills Estates, & the City of Torrance The SAS study of existing peak flow condition through various segments of pipes are calculated based on an assumed unit flow generation, categorized by type of use, size of property, number of individuals, etc. While Section 1 of the RFP indicated that SDLAC, City of Rolling Hills Estates, and the City ofTorrance all have reviewed and approved the SAS, it is possible that one or more of the agencies will want the City to perform actual flow monitoring to validate existing condition, particularly during the environmental documentation phase before written approvals for connection are granted. ngCounty of Los Angeles d Department of Public Works Low Impact Development (LID) Requirement This project is not a redevelopment"Designated Project"as defined in the LID Standards Manual section 2.1 and therefore does not trigger LID stormwater management requirements. During pipeline construction, the contractor would only need to practice typical construction Best Management Practices (BMP), but the project will not require any post -construction BMP Projects that require LID practices do not include activities that are conducted to maintain hydraulic capacities or repaving to maintain original line and grade. 0gStreet Restoration Requirement In -Lieu of "T -Patch" Over Pipe Trench ID The existing pavement conditions along Rolling Hills Road may not be able to tolerate heavy deep sewer pipeline construction activities. As part of the encroachment permit process with all three outside agencies, each of them may require resurfacing the roadway in their respective jurisdictions, instead of allowing a typical"T-Patch"type of trench restoration after the pipeline is installed and backfilled. ROJFCT APPROACH PACE will provide a cohesive team of engineers and subconsultants with extensive experience to tackle the City's current issues. PACE will meet challenges head- on by working with the City's project Managers and to collaborate with others for this multi -jurisdiction project. SURVEY AND DEVELOP BASE -MAPS TO IDENTIFY OPTIMAL HORIZONTAL ALIGNMENT AND AREAS OF POTENTIAL SUBSURFACE UTILITY CONFLICTS After collaborating with the City to put in a request for Underground Service Alert (USA) to field mark existing utilities along the project limit, PACE will use service of a quality sub -consultant to survey and pick up all relevant above ground elements and utilities markings to generate base maps. PACE will also assist the City to request record drawings for various utilities in the region to validate field markings. After determination of an optimal horizontal alignment with areas of potential utilities conflicts, PACE recommends an optional sub -consultant for potholing service (fee to be provided later due to unknowns at this stage) to obtain accurate field pipe depth data to ensure adequate clearance prior to actual construction. VALIDATE SEWER PIPE DIAMETER After developing the vertical profile, showing various pipes slopes of various segments of the new sewer pipe, PACE will perform a desktop analysis using the SAS methodology as the basis of evaluation to update and determine required minimum pipe diameter(s) to satisfy industry acceptable practice. B711 1 CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE PROJECT APPROACH - 8 STRATEGY 03 ENCROACHMENT PERMITS, CEQA COMPLIANCE, REGULATORY APPROVALS, AND CONNECTION APPROVALS PACE will collaborate with the City's Project Manager to develop the list of required regulatory approvals, permits, and pipe connection approvals from various entities. Being that this project is the first of its kind in the City and will impact residents outside of the City limit, PACE recommends an optional task to support the City with public outreach through the use of multiple (up to 3) town -hall type meetings. In the event the project will not be granted a Categorical Exemption under CEQA, the next likely level of required environmental documentation should be through a Mitigated Negative Declaration (MND). Being transparent and proactive in dealing with the public have proven to be effective in gaining their trust while diffusing potential opposition.This is essential because public opposition during the public comment period of the MND process can be detrimental as elected officials from multiple jurisdictions may feel strong pressure to side with the opposition. PACE recommends an optional sub -consultant for environmental documentation for CEQA compliance, either with Categorical Exemption, or with a MND. The number of permits and total permit fees are unknown at this time. While it is common for cities to separately pay for required permits, PACE recommends an optional budget item of up to $4,000 for reimbursement to PACE for permit fees if and when is necessary to save time with the permit process. In the event permitting agencies require street restoration in -lieu of typical "T-Patch"type of trench restoration after pipeline construction, PACE can provide an optional task to prepare street improvement plans, along with striping plans to satisfy such 3rd party requirement. PACE also recommends an optional sub -consultant for flow monitoring service to monitor two (2) existing sewer manholes located near Crenshaw Blvd, in order to record one week of flow data to validate the hypothetical existing condition as shown in the SAS. The request by public agencies to request for actual flow test data for a sewer study is common, especially in this case whereby existing pipes will require upsizing. ill STRATEGY 05 ESTABLISH DIRECTION, STANDARDS AND INDUSTRY PRACTICE FOR FUTURE SEWER SYSTEM EXPANSION PACE also recognize the benefits and significance of this 2,000 feet of new primary sewer collection main, as it will allow future connections to steadily eliminate private aging septic systems. The comprehensive plans, specifications, and project approach will help establish direction and standards for future sewer projects to follow. Based on concept plans provided by the City, sewer pipe trench can range between 8 feet to 12 feet deep, thereby requiring shoring. One common practice by general contractors to negotiate for change orders is to claim change in condition during trenching operation due to insufficient information on the soil condition. PACE recommends an optional sub -consultant to drill two (2) soil borings, one at each segment of pipe, and to prepare a geotechnical report with design parameters and soil characteristic for the contractors to prepare their shoring plans. SCOPE OF SERVICES (Attached in a separate sealed envelope along with the fee schedule/cost proposal) PACE will be able to provide engineering services per your requested scope of services that was divided into eight (8) tasks described in the RFP Additionally, we also included in our proposal several optional services under Task #8 with reputable subconsultants that we believe will complement PACE and stakeholders to achieve the following objectives: • Provide foreseeable data to minimize opportunities for contractors to file and justify change orders. ♦ Anticipate and perform probable optional tasks in advance to avoid delays in design, permitting, and construction phases. We do want to point out that the City can decide to include any of the optional tasks at the beginning or latter part of the project. To help facilitate the City, we included an additional project schedule that showed the preferred start time to each optional tasks. COMPREHENSIVE CONSTRUCTION SEQUENCING TO MINIMIZE SEWER SERVICE IMPACT AND TRAFFIC IMPACT Engineering plans by PACE will include construction sequencing to minimize conflicts and service interruption to local businesses and residences during construction. Use of new manholes to connect to existing county or city owned sewer pipes will allow seamless transitions and without any temporary sewage bypass equipment. Since the City will need to obtain encroachment permits from all impacted entities, PACE recommends an optional sub -consultant to prepare traffic control plans specifically for the selected optimal pipeline alignment in this narrow two lane roadway with two (2) busy intersections. PACE'S most recent sewer pipeline project with another coastal agency involved obtaining three (3) encroachment permits, one of which was with the City ofTorrance. For that similar project with multiple jurisdictions, each stakeholder provided unique comments, resulting in three (3) separate time consuming plan check iterations before permits were granted. When these plans are deferred to the contractor to prepare and to submit for approval, it frequently delays the start of construction. B711 1 CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE DUNCAN LEE, PE EDUCATION B.S. Civil Engineering California State University, Long Beach / 185 YEARS OF EXPERIENCE 32+ Years Joined PACE in 2018 With others over 30 years REGISTRATIONS Professional Engineer/ CA 1989 / 44825 PACE PROJECT MANAGER With a combined 30 years of municipal / public agency experience including nearly two years as Project Engineer II for the City of Santa Barbara, 17 years as a Principal Engineer for the City of Huntington Beach, and nearly 10 years of experience with the Los Angeles Department of Water and Power (LADWP) with drinking water and recycled water, Duncan Lee offers technical expertise on engineering of municipal water infrastructure in both the design role and the City project management role. He has managed all aspects of water, sewer and recycled water systems from capital improvement design and project implementation, master planning, rate studies, rate increases, water conservation, and construction management. The majority of the projects that he managed / designed were performed for coastal Cities throughout California. He will impart several strategies to overcome key potential project issues and his value is most felt in his proven ability to unite engineering, operation, maintenance and consultants in a productive collaborate environment. His recent project experience includes project management and design of water and sewer improvement projects including wastewater collection systems, sewer pump stations, potable water pumping facilities, force main improvements, sewer diversions, water storage facilities and potable water treatment facilities. He has extensive experience managing multidisciplinary teams and managing large-scale programs with numerous simultaneous efforts. RELATED EXPERIENCE Poinsettia, Voorhees and Pacific Sewer Lift Stations Upgrades — City of Manhattan Beach, CA Mr. Lee is serving as the Project Manager to prepare the plans and specifications for the City of Manhattan Beach for three (3) sewer force mains and to upgrade three (3) sewer lift stations, Pacific Avenue WWPS, Poinsettia Avenue WWPS, and Voorhees WWPS. These lift stations and force mains were originally constructed in the early 1960's, with mechanical and electrical upgrades implemented around the mid 1990's, and the facilities are now approaching the end of their useful lives. The City is concerned with reliability of these aging systems, which are further exasperated by frequent power outages from Southern California Edison. PACE was also tasked to determine if there are any gravity pipe option(s) that could eliminate any of these existing lift stations. All 3 lift stations are located in sensitive areas, either in front of or adjacent to homes, or in a driveway to a local church. City of Redondo Beach Legado Development Sewer Collection Upgrades — Redondo Beach, CA The City of Redondo Beach will require additional conveyance capacity through new sewer pipelines and improvements in the area around Pacific Coast Highway and Avenue I. Mr. Lee is serving as the Project Manager to design approximately 550' of new 12" sewer pipe and multiple manholes through multiple major intersections, and along Caltrans Pacific Coast Highway. The pipeline also traverses through City of Torrance right-of-way, so multiple encroachments are required for the project. PACE evaluated numerous alignment alternatives, and also trenchless construction technology through pipe bursting. PACE concluded that the existing pipe was too shallow for pipe bursting, and was able to identify an alignment to cross both over and under existing underground utilities. - City of Huntington Beach - Beach Boulevard Sewer Replacement— Huntington Beach, CA Led by Duncan Lee while Principal Engineer for the City of Huntington Beach, this project consisted of installing over 1 mile of 8" to 15" PVC sewer pipe was installed on Beach Blvd (-5,100' was with 15" PVC). The existing sewer main was left in operation and connected to the new sewer system to provide additional redundancy since this area was known to have issues with "fat, oil, and grease". For this project, the construction was done at night on Caltrans right- of-way, crossing 3 major arterial intersections. Additionally, the new improvement eliminated several manholes within the busy intersection on Beach Blvd and allowed new manholes to be placed outside of the intersection for easier access during routine maintenance. DUNCAN LEE, PE PACE PROJECT MANAGER Tri-City Regional Sanitary District Phase I Wastewater Collection System & Water Reclamation Facility — Gila County, AZ Mr. Lee is serving as the Sr. Consulting Engineer as part of the PACE team to provide planning services for Phase I, a new regional wastewater system for the Tri-City Regional Sanitary District (TRSD). TRSD encompasses over five square miles of residential, commercial and industrial property in Gila County, AZ. The majority of the homes currently use cesspools and septic systems for wastewater disposal. Over 80% of these systems are functioning below ideal performance and some are completely out -of -service. With growing concern for the area residents, TRSD is taking action to provide centralized infrastructure that will bring value to its community. The proposed project will abandon existing cesspools and septic systems and install approximately 68,000 linear feet of 8-10" sewer pipeline, lift stations, and a new 0.25 MGD water reclamation facility that will serve approximately 1,200 residents. A portion of the engineering services was funded through a WIFA grant and TRSD has acquired USDA -RD funding. City of Huntington Beach Brookhurst Street & Indianapolis Avenue Sanitary Sewer Siphon — Huntington Beach, CA Led by Duncan Lee while Principal Engineer for the City of Huntington Beach, the City replaced the 12" single siphon with two parallel (2) 8" PVC siphon inside a steel casing filled with concrete grout. The City's existing deep 12" sewer siphon was sanding, and the siphon was under the existing 96" Orange County Sanitation District line on Brookhurst Street. The City was concerned that if the City sewer pipe would fail in the future, it could undermine and cause collapse of OCSD pipe's 96" sewer pipe. The area is near sea level so the contractor had to dewater 24/7 during construction at 300 gpm. This project also included a 2 parallel shallower 6" air return line between the upstream and downstream manholes for the new siphon assembly. Additionally, grouts were injected to surround the existing 96" OCSD to fill up potential void from sand that was discovered in the City's existing 12" line. Lastly, one of the siphons was slightly more in grade than the other to maintain higher self-cleaning velocity in the 8" siphon. The other siphon would only flow if the first one clogged or if the flow rate is high. City of Huntington Beach Pier Sewer and Water Replacement — Huntington Beach, CA Led by Mr. Lee while Principal Engineer for the City of Huntington Beach, the City installed a gravity sewer line from Ruby's at the end of the pier toward the existing manhole near the Pacific Coast Highway. The design included locked joints with slider couplings for contraction and expansion with high temperature change. This was an emergency project that Mr. Lee and the project manager put together in just several weeks. A bridge maintenance lift was also used to allow the waterline to be installed underneath the pier. Vernon Water Main Replacement — Vernon, CA PACE informed the City on a separate well equipping project that approximately 2,000' of existing 10" cast iron main will very likely have tuberculation and therefore will not be able to properly distribute water when the well operates at the design capacity. Mr. Lee collaborated with the City to implement a physical flow test, and validated that the existing pipe has lost over half of its capacity. As the Project Manager, Mr. Lee prepared plans and specifications to replace the existing 10" cast iron pipe with a new 12" ductile iron pipe. Huntington Beach Well 9 Wellhead Treatment System & Sewer Line Improvement - Huntington Beach, CA Led by Mr. Lee while serving as the Principal Engineer for the City of Huntington Beach, multiple phases of project development, lab services, piloting, concept development, water treatment facility engineering, planning division graphics, startup, and operations support services where performed for this innovative and unique treatment system. Monthly backwashing was also needed for this treatment system. A 200 ft. long and 8 in. wide PVC sewer pipeline was installed under Warner Avenue, a busy street with three lanes, to allow wastewater to be diverted into the new sewer line. To minimize odor and cost, PACE designed the pipeline using a shallow sewer line connection with a drop bowl assembly to create a smoother flow to minimize splashing, resulting in decreased odor. PACE provided all project bid documents, permitting, coordination with Southern California Edison, and assisted the City with the bid process and construction support services. Other Projects: • City of Huntington Beach: Over 10 projects of water main replacements for 12" or smaller diameter of drinking water distribution • City of Huntington Beach: 4 Cathodic Protection and pipeline rehabilitation on transmission mains from 20" to 42", consists of internal joint bonding, impress current CP system, valve replacements. • City of Huntington Beach: Pine Street Residential Neighborhood Watermain Replacement - Replaced with approximately 700' of 12" PVC pipe • City of Huntington Beach: Gregory Ln and Laura Cr. Residential Neighborhood Watermain Replacement - Replaced with approximately 1,100' of 6" and 8" PVC pipe • Los Angeles Department of Water and Power: LA Greenbelt Water Reclamation Project— 24" pipe • Los Angeles Department of Water and Power: East Valley Water Reclamation Project — 54" DIP, 26 miles of pipeline, and a pump station at the Tillman Plant -2- JAMES A. MATTHEWS, PE 3 EDUCATION B.S. Civil Engineering San Diego State University / 1994 YEARS OF EXPERIENCE 26 Years Joined PACE in 1994 City of San Diego Water Production Engineering REGISTRATIONS Professional Engineer / AZ 1999/34090 Professional Engineer/ CA 1997 / C57446 Professional Engineer/ FL 2009 / 69 722 Professional Engineer/ HI 2009 / 13718 Professional Engineer/ID (Inactive) 2004 / 11229 Professional Engineer / NM 2004 / 16491 Professional Engineer/ VA 2005 / 040716 Professional Engineer/ CO 2018 / 0054243 Professional Engineer/ TX 2018/ 132370 Wastewater Treatment Operator Certification: Arizona 1997 AFFILIATIONS American Water Works Association (AWWA) Water Environment Federation (WEF) PUBLICATIONS EPA's Small Flows Quarterly: "Hybrid Sequencing Batch Reactors" Santa Margarita Water District: "Advanced Processes for Water Reuse" City of Lathrop: Title 22 Recycled Water Training Program PEARL Education Program: Electrical Power and Control Systems PACE PRINCIPAL / QA/QC James Matthews is highly regarded in the water, wastewater, recycled water and storm water industries for his tremendous wealth of practical knowledge and his ability to use old and new technologies, hands-on experience, and research to produce value for his clients and their projects. Mr. Matthews has created designs for a multitude of award -winning projects; saving capital and operation costs, reducing construction schedules, and minimizing operation and maintenance needs on sewer and water infrastructure and treatment projects, by implimenting creative ideas and concepts. As both a licensed engineer and wastewater treatment operator, Mr. Matthews is a technical expert in infrastructure engineering design, construction, and operations. He has particular experience in reviewing, trouble -shooting and renovation on over 250 projects in the US, Canada and Central America. However, his expertise is not limited to just water resources; having a wealth of knowledge in electrical, controls, and instrumentation. He has personally fabricated, programmed, and installed a multitude of custom control systems, which included PLC/PAC programming, radio telemetry, and Supervisory Control and Data Aquaistion (SCADA) systems for numerous water, wastewater and co -generation projects. RELATED EXPERIENCE ' Poinsettia, Voorhees and Pacific Sewer Lift Stations Upgrades — City of Manhattan Beach, CA Mr. Matthews is serving as the Principal / QA/QC for the plans and specifications being prepared by PACE for the City of Manhattan Beach for three (3) sewer force mains and to upgrade three (3) sewer lift stations, Pacific Avenue WWPS, Poinsettia Avenue WWPS, and Voorhees WWPS. These lift stations and force mains were originally constructed in the early 1960's, with mechanical and electrical upgrades implemented around the mid 1990's, and the facilities are now approaching the end of their useful lives. PACE was also tasked to determine if there are any gravity pipe option(s) that could eliminate any of these existing lift stations. Grizzly Ranch Water and Wastewater Infrastructure — Portola, CA As the Principal Engineer, Mr. Matthews was responsible for the design of all the potable and wastewater water infrastructure components including the development of four groundwater wells which contained high levels of arsenic, iron, manganese and H2S. Design and engineering construction management was performed for a 300 gpm, two -stage, water treatment system. Additional infrastructure designed included a welded steel potable water storage tank, two water booster pump stations, a four -zone water distribution network, and wastewater reclamation facility for the community. Mr. Matthews, was also responsible for the design, fabrication and programming of a complete SCADA system monitoring and controlling all water related aspects. BNSF Sewer Main, Water Tank and Booster Pump Station — Seligman, AZ Mr. Matthews served as the Principal -in -Charge to provide water resource consulting, design and environmental permitting services for the replacement and rehabilitation of the City of Seligman's water supply infrastructure. The project involved the replacement of two groundwater wells, by- pass and demolition of an intermediate water transfer pump station and tank, replacement of approximately 3,000 feet of old (from 1897) lead joint transmission pipeline, demolition and by- pass of the primary water storage tank and distribution pump station, construction of a new 280,000 -gallon water storage tank and 800 gpm variable speed distribution pumping station. Mr. Matthews also led the integration of the control and instrumentation for all water related aspects. Avi Resort Water and Wastewater Infrastructure - Fort Mojave Indian Reservation - Laughlin, NV Mr. Matthews served as the Project Manager / Engineer -of -Record to provide civil engineering design services to the Fort Mojave Indian Tribe by developing previously uninhabited land for the Avi Resort and Aha Macav developments. PACE designed included 500,000 -gallon potable water storage tank, three new groundwater wells totaling 1,200 GPM of production, a groundwater infiltration system, ozone treatment for iron and manganese removal, a 1,200 GPM expandable to 2,400 GPM variable speed domestic booster pump station, a 3,500 GPM fire pump station, a system -wide telemetry system and 30,000 LF of sewer force main to an existing wastewater treatment facility. ROBERT MURPHY, PE EDUCATION B.S. / Civil Engineering California State University, Long Beach 2007 YEARS OF EXPERIENCE 14+ Years Joined PACE in 2006 REGISTRATIONS Professional Engineer 2014 / C83207 AFFILIATIONS Water Environment Federation (WEF) American Society of Civil Engineers (ASCE) PUBLICATIONS Peterson, J.D., Murphy, R.R., Jin, Y., Wang, L., Nessl, M.B., Ikehata, K. (2011) Health effects associated with wastewater treatment, reuse, and disposal. Water Environment Research 83:10, 1853-1875. PACE SR. PROJECT ENGINEER Robert Murphy has Civil Engineering experience spanning back to 2006. His experience includes design of sewer / stormwater / potable / infrastructure, wastewater treatment plants, water treatment facilities and water storage design. Mr. Murphy has also served as the resident engineer for the construction of several wastewater treatment facilities, water distribution, and sewer collection and pump station projects. He has developed several equipment performance - based equipment specifications for process equipment selection prior to design, and the creation of operation and maintenance manuals for several water and wastewater conveyance and treatment systems and facilities. Mr. Murphy is adept in coordinating project plans, specifications, and reports with multiple consultants to obtain an efficient buildable and operable system. RELATED EXPERIENCE BNSF Groundwater Wells, Water Tank and Booster Pump Station — Seligman, AZ Mr. Murphy served as the Sr. Project Engineer to provide water resource consulting, design and environmental permitting services for the replacement and rehabilitation of the City of Seligman's water supply infrastructure. The project involved the replacement of two groundwater wells, by-pass and demolition of an intermediate water transfer pump station and tank, replacement of approximately 3,000 feet of old (from 1897) lead joint transmission pipeline, demolition and by-pass of the primary water storage tank and distribution pump station, construction of a new 280,000 gallon water storage tank and 800 gpm variable speed distribution pumping station. In addition, PACE provided the control and instrumentation integration which included a complete, radio networked, automation and data management system for the control of the two new wells, new water tank, new pre and post chlorination systems and new booster station. Vernon Water Main Replacement — Vernon, CA Mr. Murphy served as the Pumping System / Sr. Project Engineer / provided the Mechanical Design to replace the existing 10" cast iron pipe with a new 12" ductile iron pipe. PACE informed the City on a separate well equipping project that approximately 2,000' of existing 10" cast iron main will very likely have tuberculation and therefore will not be able to properly distribute water when the well operates at the design capacity. PACE collaborated with the City to implement a physical flow test, and validated that the existing pipe has lost over half of its capacity. Huntington Beach Well 9 Wellhead Treatment System & Sewer Line Improvement - Huntington Beach, CA Mr. Murphy served as the Process Engineer to provide multiple phases of project development, lab services, piloting, concept development, water treatment facility engineering, planning division graphics, startup, and operations support services for this innovative and unique treatment system. Monthly backwashing was also needed for this treatment system. A 200 ft. long and 8 in. wide PVC sewer pipeline was installed under Warner Avenue, a busy street with three lanes, to allow wastewater to be diverted into the new sewer line. To minimize odor and cost, PACE designed the pipeline using a shallow sewer line connection with a drop bowl assembly to create a smoother flow to minimize splashing, resulting in decreased odor. PACE provided all project bid documents, permitting, coordination with Southern Califomia Edison, and. assisted the City with the bid process and construction support services. Valley Vista Wastewater Collection System — Somerton, AZ Mr. Murphy served as the Sr. Project Engineer to provide design services for a new lift station and installation of a new sewer collection system that redirect flows to the newly upgraded Somerton WWTP. The new lift station was constructed adjacent to the existing lift station to minimize infrastructure cost, such as connective piping and electrical services. The system required 8,700 linear feet (approximately one mile) of pipe to traverse from the Valley Vista WWTP Lift Station to the Somerton WWTP. THOMAS (TOM) GUTIERREZ EDUCATION A.A. /Applied Science, Computer Aided Drafting Technology ITT Technical Institute, 1994 YEARS OF EXPERIENCE 26+ years Joined PACE in 2001 With others more than 7 years • 1 PACE SR. CAD DESIGNER Thomas Gutierrez has more than 26 years of experience in design and preparation of mechanical plans, sections and details for engineered construction documents within the wastewater and water industry. He has in depth knowledge of mechanical systems layout, mechanical assemblies, fittings, valving, pipe materials and ratings, site grading, drainage, and utility plan/profile design (pressure and gravity systems). Mr. Gutierrez also has in-depth experience with design of mechanical 3D models of wastewater treatment plants for construction drawings. His 3D design and modeling experience includes design and draft BIM -ready civil 3D pipe networks, surface models, grading and basic corridors for earthwork calculations and cross sections, process piping for complete plant layouts, and mechanical process equipment (i.e. blowers, pumps, etc.). Mr. Gutierrez is an advanced user of Autodesk AutoCAD, Civil 3D, and MEP. He has also has the responsibility of directing CAD staff and engineers to ensure project documents are accurate, professional and meet project goals. He is responsible for communicating with engineers and production staff to ensure all needs are met, this includes support, training and solving critical task obstacles. RELATED EXPERIENCE City of Redondo Beach Legado Development Sewer Collection Upgrades — Redondo Beach, CA The City of Redondo Beach will require additional conveyance capacity through new sewer pipelines and improvements in the area around Pacific Coast Highway and Avenue I. Mr. Gutierrez is serving as the Sr. CAD Designer for the design of approximately 550' of new 12" sewer pipe and multiple manholes through multiple major intersections, and along Caltrans Pacific Coast Highway. The pipeline also traverses through City of Torrance right-of-way, so multiple encroachments are required for the project. PACE evaluated numerous alignment alternatives, and also trenchless construction technology through pipe bursting. PACE concluded that the existing pipe was too shallow for pipe bursting, and was able to identify an alignment to cross both over and under existing underground utilities. Vernon Water Main Replacement — Vernon, CA PACE informed the City on a separate well equipping project that approximately 2,000' of existing 10" cast iron main will very likely have tuberculation and therefore will not be able to properly distribute water when the well operates at the design capacity. PACE collaborated with the City to implement a physical flow test, and validated that the existing pipe has lost over half of its capacity. Mr. Gutierrez served as the Sr. CAD Designer for the plans and specifications that were prepared to replace the existing 10" cast iron pipe with a new 12" ductile iron pipe. Orange Grove and Rancho Mesa Verde Potable Water System — Somerton, AZ Mr. Gutierrez served as the Sr. CAD Designer for the preliminary design of the proposed new potable water distribution system for the Orange Grove and Rancho Mesa Verde (OGRMV) subdivisions for tie-in to the City's existing water system. The system will improve the quality of life in these low-income communities by providing a reliable water supply for both residential use and increased fire protection. The infrastructure will be west of the Orange Grove Community consisting of three segments of new piping (approximately 8,500 linear feet) running from the City's existing main to the OG/RMV subdivision. The system will also include a new 180,000 gallon potable water storage tank and a booster pump station. Huntington Beach Well 9 Wellhead Treatment System & Sewer Line Improvement - Huntington Beach, CA Mr. Gutierrez served as the Sr. CAD Designer for the multiple phases of project development, lab services, piloting, concept development, water treatment facility engineering, planning division graphics, startup, and operations support services that PACE prepared for this innovative treatment system. Monthly backwashing was also needed for this treatment system. A 200 ft. long and 8 in. wide PVC sewer pipeline was installed under Wamer Avenue, a busy street with three lanes, to allow wastewater to be diverted into the new sewer line. To minimize odor and cost, PACE designed the pipeline using a shallow sewer line connection with a drop bowl assembly to create a smoother flow to minimize splashing, resulting in decreased odor. GUIDA SURVEYING INC. RESUME Tim Fettig, PLS Principal, Vice President of Southern California Operations f bout: Years of Experience: 32 Years with Guida: 32 Education: Santa Ana College and Santiago Canyon Professional Registration/Certifications: Professional Land College, Surveying/Mapping; Operating Engineers Surveyor #7542/CA/1999; IOUE Local 12, Certified Party Surveying Apprentice Program, 1988 —1993 Chief Summary: Tim brings over 32 years of surveying expertise as a project manager and as a licensed party chief. He has managed a multitude of projects throughout Southern California, overseeing staff members, workload, and scheduling. He engages in both field and office support, when required, and is knowledgeable about the latest equipment, technology, and product development. Highly skilled in all aspects of both design and construction surveying, Tim is a well-rounded professional. He has overseen control survey networks aerial photogrammetry, and topographic design surveys; right of way and boundary surveys and mapping, ALTA surveys, preliminary title reports, title research, plotting existing encumbrances, records of research, dedications and vacations, preparation of legal descriptions and plats, Record of Surveys, parcel maps, tract maps, lot -line adjustments, other land surveyor seal/stamp documents and map checking QA/QC. He has also provided construction survey support and construction staking, including perpetuation, pre- and post -construction corner records/records of survey, constructability review, construction staking, as -built surveys, and earthwork calculations. Project Experience: East Orange County Water District (EOCWD), Bent Tree Road Sewer Access Easement, Orange County, CA: Tim currently serves as survey project principal for the surveying and right of way services for an existing sanitary sewer along Bent Tree Road and Shady Canyon Road for the District where no easement rights exists. Guida's work includes providing legal descriptions and plats for the new proposed easements and performing a limited field survey to measure the location of the sewer manholes as well several property corner monuments so we can relate the sewer line to property lines. Metropolitan Water District of Southern California (MWD), On -Call Land Surveying Services, Southern California, CA: Tim served as project manager and licensed party chief for this on -call services contract which included aerial mapping in MicroStation, monumenting, providing topographic surveys, preparation of records of surveys, boundary surveys, easement preparation, and identifying MWD easements•throughout Southern California. Guida surveyed roughly 50 easements, ranging from a couple hundred feet in length, to over a mile. The purpose of this exercise was to monument the existing MWD easements (many dating back to the 1920s), and to identify encroachments into the easements by adjacent landowners. Extensive mapping, records research, and boundary surveys were required to plot correctly and accurately property lines, easements, right of ways, and encroachments. Santa Fe Irrigation District, Mechanical Dewatering Improvements and San Dieguito Dam Improvements, San Diego, CA: Tim currently serves as principal surveyor for Guida's construction staking services for the expansion of the Solids Mechanical Dewatering System and improvements to the San Dieguito Reservoir dam. Guida's team is providing construction staking services for various elements and structures at the project site including rough grading, yard pipping, storm drains, final grades, and offset stakes for the gravity thickener, centrifuge corners, sludge holding tanks, and sludge splitter box. GUIDA SURVEYING INC. RESUME Dean Bouldin, PLS Project Manager About: Years of Experience: 38 Years with Guida: 38 Education: A.A., Surveying and Mapping, Santiago Professional Registration/Certifications: Professional Land Canyon College, 1995; Civil Engineering coursework, Surveyor #7842/CA/2002 California State University, Long Beach, 1992-1994 I Summary: Dean has 38 years of experience that includes mapping and design with a concentration in public works projects. His responsibilities have included preparation of Tentative Tract Maps, Final Tract Maps, Records of Surveys, Legal Descriptions and Plats, Annexation Documents, Parcel Maps, Corner Records, Caltrans Right -of -Way Engineering Documentation, and other Professional Land Surveying Services. [Project Experience: Metropolitan Water District (MWD), On -Call Surveying and Mapping Contract, Los Angeles, CA: Under several consecutive 3 -year on -call services contract with the Metropolitan Water District, Guida provide various land surveying and mapping services including cross sections, topographic mapping, boundary surveys, map preparation, map checking, control surveys and GPS surveys. Dean served as project surveyor and was responsible for performing boundary surveys and map preparation for several portions of the MWD fee and easement owned properties throughout their service area. Anaheim Public Utilities Department, Direct Buried Cable Remove and Replacement Project, Anaheim, CA: Guida is currently providing land surveying services to the design team to support the Anaheim Public Utilities Department remove and replacement projects throughout the city. Anaheim is replacing direct buried cable that is no longer supporting the needs of the residential and commercial communities within the city limits. The project is to identify, relocate and install new cable to improve electrical service to Anaheim's customers. Services included verifying and establishing horizontal and vertical controls, base mapping, topographic surveys, boundary surveys, utility research, surveys and mapping, construction staking for new cable locations, switches and junction boxes, and legal descriptions and plats to support easement acquisitions. Dean serves as project surveyor. (2016 -Ongoing) Contra Costa County, Various On -Call Engineering and Land Surveying Services, Byron Highway and Camino Diablo Intersection Improvements, Contra Costa County, CA: Guida performed several portions of topographic mapping and control research to uncover local monumentation. Using our reflectorless topographic mapping technology in the field, our team was able to identify areas that were difficult to access. Guida's data was used to assist the creation of design mapping for the traffic signal and turn lane portions of the project. Due to this project being in approximation to the Pacific Railroad (UPRR) tracks, Guida's team members increased their safety protocols to ensure our work met all safety regulations. Dean served as a project surveyor. Orange County Transportation Authority (OCTA), On -Call Land Surveying Services, Right of Way Engineering, Orange County, CA: Dean served as project surveyor on this on -call land surveying services contract with OCTA, performing right of way engineering services for various projects including railroads, highways, arterial streets, freeways, and other projects. The survey scope of work included the preparation of boundary retracement, monumentation, survey control maps, map checking and other right of way related tasks. He was responsible for performing the necessary office resources and performing quality control reviews of final deliverables. GUIDA SURVEYING INC. RESUME Adam D'Alvia, PLS Party Chief About: Years of Experience: 25 Years with Guida: 24 Education: Rancho Santiago College, Survey Courses; Professional Registration/Certifications: Professional Land Operating Engineers Apprenticeship Program Surveyor #8141/CA/2005 rSummary: Adam has 24 years of survey and mapping experience with emphasis on right of way and boundary surveying, topographic/design surveys, subdivisions, and ALTA/ACSM surveys and GPS surveys. He is an expert in field to office automation. In addition, Adam has provided construction staking and GPS surveying for several large construction projects throughout Southern California. Project Experience: Irvine Ranch Water District (IRWD), On -Call Land Surveying Services, Irvine, CA: Adam serves as licensed party chief for this on -call contract with the IRWD. Guida is providing a full suite of land surveying services for various facilities throughout the District's service area. Metropolitan Water District of Southern California (MWD), On -Call Land Surveying Services, Southern California, CA: Guida provided on -call surveying services and equipment for MWD's CIP and operations and maintenance projects throughout Southern California. Tasks included providing cross sections, topographic mapping, boundary surveys, map preparation, map checking, control surveys, GPS field and office processing, and final monumentation of MWD right of way. Adam served as licensed party chief; Guida was able to fully adhere to the schedule and budget for this project. Anaheim Public Utilities Department, Direct Buried Cable Remove and Replacement Project, Anaheim, CA: Guida is currently providing land surveying services to the design team to support the Anaheim Public Utilities Department remove and replacement projects throughout the city. Anaheim is replacing direct buried cable that is no longer supporting the needs of the residential and commercial communities within the city limits. The project is to identify, relocate and install new cable to improve electrical service to Anaheim's customers. Services included verifying and establishing horizontal and vertical controls, base mapping, topographic surveys, boundary surveys, utility research, surveys and mapping, construction staking for new cable locations, switches and junction boxes, and legal descriptions and plats to support easement acquisitions. Adam is serving as licensed party chief. City of Irvine, Jeffrey Open Space Trail/I-5 Bicycle and Pedestrian Bridge Project, Irvine, CA: Adam serves as a party chief for the land surveying services Guida is providing for the design of a pedestrian bridge over 1-5 at Jefferey Road. The proposed bicycle and pedestrian bridge is a cast -in -place (CIP), 1,312 -foot -long, 6 -foot - deep, 17 -foot -wide, nine -span, prestressed (PS) concrete box girder bridge. Guida is working directly with the design engineering team, providing land surveying, mapping and right of way services —which includes horizontal and vertical survey controls tied to Caltrans District 12 primary controls —aerial photogrammetric mapping, supplemental topographic design and utility surveys, land net surveys and mapping, and legal descriptions and plats. City of Irvine, On -Call Professional Land Surveying Services, Irvine, CA: Adam serves as licensed party chief for this on -call professional land surveying services contract. The scope of services includes field and office surveying services for the construction of municipal improvements, such as facilities, streets, traffic signals, walls, bridges, bike trails, storm drains and channels, and utilities. Don G. Greenman II 1711 Sombra Dr. Glendale, CA 1-(818)-679-2037 don(a�pclocators.com Own Company: Pacific Coast Locators, Inc., La Crescenta, CA - 2004 to Present. • Don G. Greenman II — President • Certified Electro-Magnetic Technician • Certified Ground Penetrating Radar Technician Professional Experience & Training: • 15 -year member of the Underground Utility and Leak Locators Association. • 13 years of BP Safety Passport Certification to work on ARCO petroleum retail & refinery sites. • 15 years - 40 Hours OHSA 29 CFR 1910.120 Supervisor Training. Chevron. • 13 years of Loss Prevention System Training Certification. Mobil Exxon. • 15 years of Electro-Magnetic Certification. • 15 years of Electro-Magnetic Certification through Radio Detection. Unocal. • 15 years of API WorkSafe Certification. • 15 years of National Safety Council Defensive Driving Certification. • 15 years Certified Geophysical Technician, Ground Penetrating Radar. • 10 years Union Pacific Rail Safe Contractor Certified. • 10years of Shell Life Saving Rules Certification. Andrew G. Hoogenhuizen Drew.hoogenhuizen(a�vahoo.com 3120 Orange Ave. La Crescenta, CA 91214 Pacific Coast Locators, Inc. — 2016 to present GPR and EM Technician • Lead Technician • Certified Electro-Magnetic Technician • Certified Ground Penetrating Radar Technician Goldak, Inc. — 2014 to 2016 Leak Detector, Locating Technician • Clear and mark utilities for environmental remediation — monitoring well install, sampling, etc. • Clear proposed trenching locations for any and all underground utilities in the area of excavation • Scan site for any utilities lines using a passive locator. • Pinpointing residential and commercial underground water leaks including metallic and plastic water systems, and well as fire line leak detection. Professional Experience & Training • API Worksafe • Railroad Roadway Worker Protection • BNSF Safety Trained • Shell Life Saving Rules • 40 Hours OSHA • National Safety Council Defensive Driving • American Red Cross CPR/First Aide Trained • CCTV Inspections using the push camera • Concrete Scanning Rick Huerta 12059 Ponderosa Court. Fontana, CA 92337 rickpclocators@yahoo.com (909) 657-9075 Company: Pacific Coast Locators, Inc. 2010 - Present • Rick Huerta — Lead Tech • Certified Electro-Magnetic Technician — Radiodectection • Certified Ground Penetrating Radar Technician - GSSI Professional Experience and Training • TWIC • CPR and First Aid • API Worksafe • 40 -Hour HAZWOPER OSHA 29 CFR 1910.120 • BNSF Safety Trained • Railroad Roadway Worker Protection Trained • E -Rail Safe Badged • National Safety Council Defensive Driver Trained • Petroleum Safety Trained • Confined Space Entry • LPS Trained Siva K. Sivathasan, PhD, PE, GE, DGE, QSD, F.ASCE Senior Vice President/Principal Engineer Dr. Sivathasan is a registered civil and geotechnical engineer in California, with 26 years of geotechnical and construction experience. He is skilled at analyzing complex geotechnical problems and has prepared comprehensive reports with detailed recommendations. He also has extensive knowledge of construction projects from managing geotechnical observation and testing, special inspection and material testing, and Caltrans source inspection services. He has been providing source inspection for major transportation projects in Southern California. He is a subject matter expert for the California Board of Professional Engineers, Land Surveyors, and Geologists for geotechnical engineering exam development. Dr. Sivathasan is the vice chair of the ACSE Los Angeles Section Geotechnical Group and has published several papers in journals and for international and national conferences. Relevant Experience California Water Service, Palos Verdes Pump Station 22, Rolling Hills, CA. Project Manager. Geotechnical investigation services included site reconnaissance, subsurface exploration, laboratory testing, engineering analysis, and final geohazard/geotechnical report with design and construction recommendations. Geotechnical observation and testing services completed. EDUCATION • PhD, Civil Engineering, University of California, Davis, 2002 • MS, Civil Engineering, University of California, Davis, 1997 • BS, Civil Engineering, University of Peradeniya, Sri Lanka, 1994 REGISTRATIONS/CERTIFICATIONS • California, Civil Engineer No. 63185 • California, Geotechnical Engineer No. 2708 • Diplomate in Geotechnical Engineering No. 1169 • CFR 1910.120 OSHA 8 -Hour Refresher Training • CFR 1910.120 OSHA 40 -Hour Training • Nuclear Soil Density Gauge Certification AREAS OF EXPERTISE • Geotechnical Engineering • Deep Foundations • Water/Wastewater Treatment • Educational Institutions • Building Foundations • Bridge Foundations California Water Service, Palos Verdes Pump Station 23, Rancho Palos Verdes, CA. Project Manager. Geotechnical investigation services included site reconnaissance, subsurface exploration, laboratory testing, engineering analysis, and final geohazard/ geotechnical report with design and construction recommendations. Geotechnical observation and testing services completed. New Glendale Heights Welded Steel Reservoir, Glendale, CA. Project Manager over field exploration, laboratory testing, geologic evaluation, and geotechnical analysis. Converse prepared geotechnical/geohazard evaluation report which included design and construction recommendations for a proposed Welded Steel Reservoir. San Gabriel Valley Water Company (SGVWC), Hillside Stabilization and Drainage Improvements at Plant B17 Hacienda Heights, CA. Project Manager. Converse conducted a geotechnical investigation and report to assist with slope erosion stabilization and drainage control devices for planned drainage improvements. SGVWC Water Tank, Hacienda Heights, CA. Project Manager over geotechnical investigation to determine and evaluate site and subsurface conditions for a proposed single new steel welded water storage reservoir, concrete block retaining walls, concrete v -gutters, asphalt pavement, drainage improvements, and related plant improvements. Converse generated and submitted the final geotechnical study report with recommendations for design and earthwork. SGVWC Plant 13 and Water Storage Reservoir Slope Stabilization, Whittier, CA. Project Manager over geotechnical investigation with recommendations for slope stabilization. Services included site and subsurface review and evaluation, field exploration laboratory testing, geotechnical report preparation, field observation, and materials testing for site preparation, excavation, foundation installation, concrete placement, reinforcing steel, backfill, grout, and finished grade. City of Santa Paula, Crosstown Water Pipeline Project, Santa Paula, CA. Project Manager. Converse performed a geotechnical investigation and presented final report to support design phase. Subsurface exploration included exploratory borings to obtain soil samples. Converse Consultants • • • i • • 5 • • S S 5 • 5 5 5 5 s Parameswaran "Ram" Ariram, EIT Senior Staff Engineer Mr. Ariram has 8 years of experience in geotechnical engineering specializing in foundations and ground improvement. He provides geotechnical services to conduct field exploration, provides oversight of laboratory testing, and conducts engineering analyses necessary for various projects. Relevant Experience California Water Service, Palos Verdes Pump Station 22, Rolling Hills, CA. Senior Staff Engineer. Geotechnical investigation services included site reconnaissance, subsurface exploration, laboratory testing, engineering analysis, and final geohazard/geotechnical report with design and construction recommendations. Geotechnical observation and testing services completed. California Water Service, Palos Verdes Pump Station 23, Rancho Palos Verdes, CA. Senior Staff Engineer. Geotechnical investigation services included site reconnaissance, subsurface exploration, laboratory testing, engineering analysis, and final geohazard/ geotechnical report with design and construction recommendations. Geotechnical observation and testing services completed. New Glendale Heights Welded Steel Reservoir, Glendale, CA. Senior Staff Engineer. Conducted field exploration, laboratory testing, geologic evaluation, and geotechnical analysis. Prepared geotechnical/ geohazard evaluation report including design and construction recommendations for a proposed Welded Steel Reservoir. EDUCATION • MS, Civil Engineering, University of Houston, Texas, 2017 • BSc, Civil Engineering, University of Peradeniya, Sri Lanka, 2012 CERTIFICATIONS • TX Engineer -in -Training (EIT) No. 59703 AREAS OF EXPERTISE • Geotechnical Engineering • Deep Foundations • Retaining Structures • Pavement Design • Soil Stabilization • Soil Grouting • Earthquake Engineering GEOTECHNICAL SOFTWARES • LPILE/APILE • Cliq • Plaxis • Slide • Liquefy Pro • Ez Frisk San Gabriel Valley Water Company (SGVWC), Hillside Stabilization and Drainage Improvements at Plant B17 Hacienda Heights, CA. Senior Staff Engineer. Conducted a geotechnical investigation and report to assist with slope erosion stabilization and drainage control devices for planned drainage improvements. SGVWC Water Tank, Hacienda Heights, CA. Senior Staff Engineer. Completed geotechnical investigation to determine and evaluate site and subsurface conditions for a proposed single new stee welded water storage reservoir, concrete block retaining walls, concrete v -gutters, asphalt pavement, drainage improvements, and related plant improvements. Generated and submitted the final geotechnical study report with recommendations for design and earthwork. SGVWC Plant 13 and Water Storage Reservoir Slope Stabilization, Whittier, CA. Senior Staff Engineer. Conducted geotechnical investigation with recommendations for slope stabilization. Services included site and subsurface review and evaluation, field exploration laboratory testing, geotechnical report preparation, field observation, and materials testing for site preparation, excavation, foundation installation, concrete placement, reinforcing steel, backfill, grout, and finished grade. City of Santa Paula, Crosstown Water Pipeline Project, Santa Paula, CA. Senior Staff Engineer. Performed geotechnical investigation and presented final report to support design phase. Subsurface exploration included exploratory borings to obtain soil samples. Project included the installation of 8,065 linear feet of, 24 -inch diameter buried water pipeline composed of polyvinyl chloride (PVC) material, to connect the discharge pipeline from the Steckel Water Conditioning Facility at the Steckel Drive/Santa Barbara Street intersection to the Pleasant Street/Tenth Street intersection. Santa Clarita Valley Water Agency, Well "N" Water Treatment Facility, Santa Clarita, CA. Senior Staff Engineer. Performed geotechnical investigation and presented final report to support design phase. Field investigation included exploratory borings to obtain soil samples. Converse Consultants TRAFFIC CONTROL ENGINEERING, INC. Professional Qualifications David Kuan, P.E. Mr. Kuan is President of the firm Traffic Control Engineering, Inc. which was organized in 1989. Prior to organizing his own consulting firm, he served the City of Orange as the City Transportation Engineer from 1984 to 1989. During his tenure with the City, he conducted a wide variety of traffic and transportation projects, both at local and regional levels. He was directly in charge of developing the City's General Plan Circulation Element as well as a new circulation master plan for a 7100 acre planning area. He later gained new responsibility of serving the City's Transportation Planning Committee, responsible for a broad range of traffic and transportation projects. Mr. Kuan was also the City of Orange's Transportation Demand Management Coordinator, responsible for formulating and implementing traffic reduction measures for the City and major employers in the City. Mr. Kuan has worked on numerous state and federal grants and funding programs, including OTS, HES, OCUTT, FETSIM, AHFP, and FAU. While with the City of Orange, Mr. Kuan had a close working relationship with Caltrans and other governmental transportation agencies including OCTA, Transportation Corridor Agency, etc.. He represented the City working with Caltrans in developing 1-5 widening/interchange alternatives, Has also served on the Rt. 55 Car -Pool Lane Technical Advisory Committee. Mr. Kuan's experience and familiarity with various governmental agencies is a valuable asset in providing expedient project approval process. Prior to 1984, Mr. Kuan was engaged by the firm of PRC Voorhees. During the years he was with that firm, he was responsible for numerous traffic/transportation projects including impact analysis, access studies, parking studies, traffic signal coordination, circulation master plan and general plan throughout Southern California. Mr. David Kuan holds a Bachelor Degree in Civil Engineering from the University of California at Irvine, a Masters Degree in Transportation Engineering from the University of California at Berkeley, is a member of the WATCH committee, served as a Chairperson of Orange County Traffic Engineering Council (OCTEC), a member of the Institute of Transportation Engineers (ITE), and is also registered as a Professional Traffic Engineer (TR 1429, exp. date 12/31/20) and a Professional Civil Engineer (C 57387, exp. date 12/31/21) in the State of California. Traffic Control Engineering, Inc. has an on -going contract with Irvine Ranch Water District, City of Newport Beach, City of Chino, Costa Mesa Sanitary District, Long Beach Water Department, Los Angeles County Sanitation District, Orange County Sanitation District, Orange County Water District, LA City Bureau of Engineering for providing as -needed traffic control design. 2687 Saturn St. Brea, Ca 92821 TEL (714) 447-6077 FAX (714) 447-6081 SENIOR REGION ENGINEER PAUL MITCHELL, P.E. EXPERIENCE SUMMARY Paul has over 32 years of technical and engineering experience with an emphasis in wastewater collection systems, municipal waste, and environmental assessment/site remediation. He currently serves as Senior Region Engineer and Project Manager. His background includes work with long-term flow monitoring services for model verification, capacity studies for siphons, pump stations, and critical sewer segments, infiltration and inflow (1/I) analysis and prioritization studies, sewer system evaluation surveys such as physical inspections, smoke testing, as well as technical reporting and presentation. TEMPORARY SEWER FLOW MONITORING & RAINFALL DEPENDENT INFLOW & INFILTRATION STUDIES East Bay Municipal Utility District, Wet Weather Sewer Flow Monitoring Study, Oakland, California Sr. Project Manager. Had primary responsibility for running this 109 - meter, 9 rain gauge, 3 year project to identify basins with substantial I/1 issues. Responsibilities for the project included cost control, ensuring deliverables were met, and oversight of all field and data analysis activities. Also prepared the final data report that was included as a deliverable to Cal EPA. City of San Jose, Numerous Sewer Flow Monitoring Studies, San Jose, California Sr. Project Manager. Fifty-two sanitary flow monitoring sites and 16 rain gauges on a continuous basis and provide daily updates of flow and hydraulic performance via wireless telemetry to a web based data delivery platform called FlowviewTM. Weekly service summaries and monthly uptime performance metrics are provided along with monthly data analysis and finalization / certification of data. Deliverables also include seasonal flow metering (up to 100 meters at a time) and Rainfall Dependent Infiltration and Inflow (RDII) performance reports that provide trend analysis of dry and wet weather performance. Additions of up to 85 storm system flow monitoring locations and 9 more temporary rain gauging stations will enable the City to get a better handle on their storm system model. City of Los Angeles, Wet Weather Sewer Flow Monitoring Study, Los Angeles, California Sr. Project Manager. ADS was awarded a 2 -year comprehensive sewer system performance evaluation for the City of,Los Angeles, CA. This included deployment of 93 wireless flow monitors in lines ranging in size from 12 -inch to 99 -inch, flow and map verification, capacity evaluation, preparing an Web -based master database of flow data and capacity performance data. Rainfall Dependent Infiltration & Inflow (RDII) performance evaluations were conducted in metered tributary zones using Sliicer software to assist in the preparation and calibration of their wet weather performance model. Education B.S., Chemical Engineering - Cal State Polytechnic University Pomona, 1986 M.S. Program Core Courses, Civil/Environmental Engineering — Cal State University Long Beach, 1991 Registration Professional Engineer, California, No 049435 Professional Engineer, Nevada, No 016878 Professional Engineer, Utah, No 8972209-2202 Experience 32 Years Joined Firm 2000 Relevant Experience •Managed over 300 Temporary Sewer Flow Monitoring Projects • Expertise in Rain Dependent Inflow and Infiltration • Critical Site Flow verification and Capacity Evaluation Expertise Orange County Sanitation District, Rain Dependent Inflow and Infiltration Study, Fountain Valley, California Sr. Project Manager. ADS was awarded a 4 -year - $6,200,000 project. The project involved delineation of 120 master basins and deployment of 150 wireless flow monitors to support the Cooperative Projects Program wherein RDII was targeted for reduction within the 24 Member Agencies comprising the District service area. This was the foundation project for all future RDII reduction efforts District wide. DATA MANAGER JACKIE CRUTCHER EXPERIENCE SUMMARY Jackie is one of ADS' most experienced Data Managers with demonstrated performance record spanning both field and corporate operations. Jackie has conducted numerous sewer system flow monitoring and evaluation projects involving infiltration/inflow determination, combined sewer overflow evaluations, capacity analyses, sewer system evaluation surveys and permanent flow monitoring. Her experience encompasses key project control disciplines in project scheduling and coordination, project management, analysis, data collection, and final report preparation. In addition, she has provided analysis and software training, and customer software and product support. As a data manager for ADS, Jackie is responsible for cultivating proactive team relationships, maximizing resources and ensuring that data analysis requirements for assigned projects are achieved. She independently analyzes data, which may include sanitary, combined, and storm sewer flow data. Data management responsibilities also include coordinating work assignments and schedules for a group of data analysts, conducting data reviews, data audits, quality control and assisting with training of analysis team members. Education B.S., Computer Science Technology, Alabama A&M University, 1983 Experience 35 Years Joined Firm 1985 Relevant Experience • Industry's Most Experienced D ata Analyst • Flow Monitoring Data Expert • Software, Hardware, and Field Experience TEMPORARY SEWER FLOW MONITORING & RAINFALL DEPENDENT INFLOW & INFILTRATION STUDIES City of Los Angeles, Wet Weather Sewer Flow Monitoring Study, Los Angeles, California Data Manager. ADS was awarded a 2 -year comprehensive sewer system performance evaluation for the City of Los Angeles, CA. This included deployment of 93 wireless flow monitors in lines ranging in size from 12- inch to 99 -inch, flow and map verification, capacity evaluation, preparing a Web -based master database of flow data and capacity performance data. Rainfall Dependent Infiltration & Inflow (RDII) performance evaluations were conducted in metered tributary zones using Sliicer software to assist in the preparation and calibration of their wet weather performance model. Orange County Sanitation District, Rain Dependent Inflow and Infiltration Study, Fountain Valley, California Data Manager. ADS was awarded a 4 -year - $6,200,000 project completed in 2005. The project involved delineation of 120 master basins and deployment of 150 wireless flow monitors to support the Cooperative Projects Program wherein RDII was targeted for reduction within the 24 Member Agencies comprising the District service area. This was the foundation project for all future RDII reduction efforts District wide. Port of Long Beach, Long Beach, Temporary Sewer Flow Monitoring Study, Long Beach, California Data Manager. ADS was sub -contracted by RBF Engineers to conduct temporary sewer flow monitoring at 25 gravity locations and 6 lift stations for a period of 3 months study for a wet period and 14 -day dry study. City of San Bernardino, Temporary Sewer Flow Monitoring Study, San Bernardino, California Data Manager. ADS was sub -contracted by AKM Consulting Engineers to conduct temporary sewer flow monitoring at 25 gravity locations for a period of 14 days for dry weather model calibration. FIELD MANAGER I SHAY KOERBER EXPERIENCE SUMMARY As Field Manager Shay has successfully managed the field operations from beginning to end on over 200 temporary flow monitoring projects, totaling more than 1000 monitoring sites. These projects included studies required to obtain data for modeling, inflow and infiltration, billing, event notification services, flow proportional sampling, sewer smoke testing (SSES), and pump station calibrations. Shay presently manages 14 long term projects totaling 200 monitoring sites, as well as several rain gauges. Shay has also had the experience working with several different agencies in multiple major metropolitan cities throughout the United States. Shay has helped assist and manage several major projects, including Seattle, San Diego, Los Angeles, Las Vegas, Fresno, Reno, Oakland, and San Jose. TEMPORAY SEWER FLOW MONITORING & RAINFALL DEPENDENT INFLOW & INFILTRATION STUDIES City of San Diego, Sewer Flow Monitoring and Event Notification Services, San Diego, California Field Manager. Five-year contract with Metropolitan Wastewater worth $5,700,000. Monitor 161 sanitary flow monitoring sites in pipes ranging from 8" to 114" on a continuous basis since 2005. Provide daily updates of flow, hydraulic performance and event notification via wireless and landline telemetry to a web based data delivery platform, IntelliServeTM. Daily service summaries and 95% or better uptime performance are provided along with monthly data analysis and finalization / certification of data used for billing, modeling and overflow alarming to meet EPA requirements. City of El Cajon, Sewer System Evaluation Services, El Cajon, California Field Manager. ADS was contracted by the City of El Cajon to conduct 164,000 If of sanitary sewer smoke testing as a follow-up to a system- wide flow monitoring effort to identify RDIL The project involved locating cracks, breaks and illegal connections, and after extensive investigation, over 250 defects were found which assisted the City in developing a rehabilitation plan and identifying necessary sewer repairs and replacement. City of Los Angeles, Sewer Flow Monitoring and Event Notification Services, Los Angeles, California Field Manager. Thirty-three sanitary sewer flow monitoring sites for the purpose of billing, modeling and overflow detection. First commissioned in 1999, the monitoring stations consist of both land -line and wireless flow meters which report to ADS' web -based reporting system for real- time flow measurement and alarming. Scope of work also includes comprehensive service, data analysis, certification of data and as -needed data review and engineering services. City of Las Vegas, Permanent Sewer Flow Monitoring, Las Vegas, Nevada Field Manager. Thirty sanitary sewer flow monitoring sites on a continuous basis since 1997. Flow data is used for billing, modeling and flow verification during diversion activities. Scope of services includes comprehensive service, data analysis and event notification services. Deliverables also include as -needed temporary flow monitoring and removing and reinstalling monitoring stations. Education Seattle Central Community College WA Sociology Graduated 2000 O&M of wastewater collection systems California State University Sacramento, CA 20/3 Certifications MACP, NACP Certified O&M Certified T -Lock Welder (Ameron Water Transmission Group, expires October 2017) Experience 15 Years Joined Firm 2005 Relevant Experience • Successfdly Managed over 300 Temporary and Permanent Sewer Flow Monitoring Projects • Expertise in Flow Monitoring, Water Loss Control and SSES • Software, Hardware, Data Analysis and Field Experience • Safety Training Coordinator • 100% of Shay's projects have meet a 95% uptime rate or better • Site Reports/ Site Safety Plan development • Traffic Management Development • Field Crew Scheduling and Safety Preparation DANIEL BOTT Director of CEQA/NEPA Services VCS Environmental EXPERTS IN STRATEGIC SOLUTIONS trYYrj�`— ( N rj�. A. `4 40 'AM • EDUCATION Master of Science Environmental Studies: California State University, Fullerton, 1986 B.A. Anthropology, Minor in Political Science: California State University, Fullerton, 1983 PROFESSIONAL AFFILIATIONS Association of Environmental Professionals (AEP) American Planning Association (APA) ABOUT Dan Bott is the Director of CEQA/NEPA services for VCS Environmental (VCS). Mr Bott has over 30 years of combined environmental planning experience in both the private and public sector. He is responsible for the preparation and management of environmental documents (Initial Studies, Negative Declarations, Environmental Impact Reports, and Environmental Assessments), as well as other policy plans, including Specific Plans, for a wide variety of residential, commerical and industrial land use projects, transportation improvement projects and water resource infrastructure projects. He is an effective problem solver, able to understand and clearly communicate complex technical and environmental development issues and to create economically feasible solutions. SELECT PROJECTS CALTRANS LOCAL ASSISTANCE PROJECTS Dan oversees the environmental documentation that VCS prepares for various Caltrans Local Assistance projects. As a Disadvantaged Business Enterprise/Small Business Enterprise (DBE/SBE), VCS is asked to team on various projects requiring Federal funding. Dan oversees these projects, which include projects in the Cities of Irvine, Lake Elsinore, Colton, Palm Springs, Downey, and Pico Rivera. REMINGTON TRABUCO SIGNAL IMPROVEMENT PROJECT 1 IRVINE, CA The project involved installation of a signal at a currently unsignalized intersection, roadway and intersection improvements, ADA upgrades, streetlight system modifications, traffic striping and signage modifications, landscaping and irrigation modifications, utility coordination and mapping and Orange County Flood Control channel improvements and modifications. Dan provided CEQA compliance oversight, management of the regulatory permitting requirements for the project and also the coordination of mitigation credits for the project. LAKEWOOD BOULEVARD/FLORENCE AVENUE PROJECT 1 DOWNEY, CA Dan is managing and preparing the Initial Study/Mitigated Negative Declaration for the Lakewood Boulevard/Florence Avenue Project. The proposed project involves roadway widening, traffic signal improvements and utility relocations to the existing Lakewood Boulevard and Florence Avenue intersection within the City of Downey. HOME SWEET HOME PROJECT 1 CITY OF LAKE ELSINORE, CA Dan managed and prepared the Initial Study/Mitigated Negative Declaration for the Home Sweet Home Project. The site is regionally located in unincorporated Riverside County within the Lakeland Village of the Elsinore Area Plan. The 7.16 -acre project site is located between Grand Avenue and Brightman Avenue. Historically, the property was vacant land up until the 1920's when agricultural activities began and continued to about the 1970's. Presently, the property is vacant and surrounded by residential uses to the north, south, east and a fire station and vacant land to the west. The Proposed Project included a Zone Change request from General Commercial to Mixed Use and the approval of a tentative tract map. Primary issues analyzed within the Initial Study/Mitigated Negative Declaration were air quality/noise (construction -related and long-term operational), biological resources, cultural resources, traffic impacts to the local roadway network and land use compatibility. A certified DBE, SBE & WBE firm 30900 Rancho Viejo Road, Suite 100 San Juan Capistrano, CA 92675 949.489.2700 1 vcsenvironmental.com QUALITY ASSURANCE/QUALITY CONTROL PROCEDURES - 27 The Program Manager will coordinate all planning and design work with all subconsultants and staff. Regular meetings or teleconferences will be held with applicable Project Team members and consultants to coordinate engineering study and/or design issues. Meeting minutes will be kept and retained in project files. CLIENT COORDINATION The Program Manager will be the project's primary source contact with the client on contracting matters. A Project Manager will be assigned to each project and will directly interface with the client as a primary contact. The Program Manager will serve as a secondary contact in the event that the Project Manager is unavailable. All correspondence to the client, whether incoming or outgoing, will be through the Program Manager. The Program Manager will keep the client informed of the project progress on a monthly basis unless otherwise indicated in the work plan or contract work scope. The monthly progress reports will, at a minimum include: • Schedule status • Progress to date • Work planned for upcoming month • List of issues which may affect project schedule / objectives In addition to the progress reports, an Action Items Matrix (AIM) will be prepared and monthly updated provided to the Client. The AIM will identify actions to be accomplished, description of the activity, date for completion and lead person/ party responsible for ensuring the action is completed. SUBCONSULTANT MANAGEMENT . Agreements with our subconsultants will be followed by detailed task orders delineating the budget, schedule, and scope. These task orders will be monitored for progress and compliance. We will track the resources and the costs against the planned targets to ensure the resources are efficiently employed. With the high level of local and specialized expertise proposed, our subconsultant selection within the team depends on a well -organized planning and conceptual design process that uses staff only when needed for as long as needed and is delineated by the specific project requirements and locations. Our project knowledge and the skill of our management team provide the basis for a well -managed study and design process. QUALITY ASSURANCE / QUALITY CONTROL PROCEDURES Our team will provide the highest quality work products. This will be accomplished through implementation of a Quality Assurance/Quality Control program that will be clearly defined in a quality control plan developed specifically for this project. Quality management will be used to ensure that the deliverables for the project meet a formally established standard of acceptance. Reviews are provided at critical points and specific responsibilities for the different levels of reviews during the life of the project are pre -defined. NOTHING is released from the project team to the client without at least one review. The plan will include: 1. Quality control for the project will utilize tools and methodologies for ensuring that all deliverables comply with approved quality standards. 2. Senior level staff and technical area experts will assist the Project Manager in verifying the quality standards are met for the deliverables. 3. Use of a Technical Advisory Panel made up of senior technical experts to review recommendations developed by the project team. These experts will attend the criteria committee meetings, constructability review meetings and workshops, as needed. 4. Regularly scheduled project coordination meetings between City and our project manager and project engineers. 5. Independent review of each technical work product before its submission to City. 6. Bi-monthly performance assessments from City. PEER REVIEW Responsibility: Designer/Peer Frequency: Daily or More Often SUBTASK LEADER/ TASK MANAGER REVIEW Responsibility: Subtask Leader/Task Manager Frequency: Daily,Weekly PE REVIEW Responsibility: PE Frequency: Weekly i INDEPENDENT MILESTONE REVIEW Responsibility: QC Manager Frequency: As Scheduled 4 PROJECT MANAGEMENT CHECK Responsibility: PM Frequency: As Scheduled 4 SUBMITTAL • Validity of Data • Design Standard/Criteria Check • Calculation Checks • Logic Checks • Drafting Check/Back Checks • Validity of Data • Design Standard/Criteria Check • Scope • Peer Review Coordination • Constructibility • Overall Compatibility/Coordination • Design and Criteria Scope • Risks • Constructability • Monitor Designer/Peer Review • Design Standards and Criteria • Scope • Calculation Checks • Overall Compatibility/Coordination • Potential Errors • ConstructabilityCost • Risks • Design Standards and Criteria • Scope • Compatability/Coordination • Potential Errors • Constructibility • ConstructibilityCost • Risks B711 1 CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE REFERENCES - 28 REFERENCES • Poinsettia, Voorhees and Pacific Sewer Lift Stations Upgrades Gilbert Gamboa Sr. Civil Engineer City of Manhattan Beach 1400 Highland Ave, Manhattan Beach, CA 90266 (310) 802-5356 ggamboa@citymb.info Ciy of Redondo Beach Legado Development Sewer Upgrades Geraldine Trivedi Civil Engineer City of Redondo Beach 415 Diamond St, Redondo Beach, CA 90277 (310) 318-0661 Geraldine.Trivedi@redondo.org Ciy of Huntington Beach - Beach Boulevard Sewer Replacement Joseph Fuentes, PE Contract Administrator City of Huntington Beach 2000 Main Street, Huntington Beach, CA 92648 (714)536-5259 rjfuentes@surfcity-hb.org 8711 I CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE SCHEDULE AND SCHEDULE CONTROL SCHEDULE AND SCHEDULE CONTROL - 29 ID ROJI CT SCHEDULE OPTIONAL TASKS NOT SHOWN ID Task Name Task 1 - Project Management & Meetings 2 Kick off Agency Meeting & Project Initiation 3 Review Existing & New Information & Request for USA & Utilities Record Drawings 4 Topographic Survey 5 Prepare Base Map Duration 1 wk 2 wks 1 wk 3 wks 9 4`d Contract Documents (Design Plans, Specifications 10 11 12 14 17 18 19 22 23 24 26 27 65% Plans, Specifications and Cost Estimate Submittal Submit to City Review (3 weeks) Submit to Other Stakeholders for Review (3 weeks) 90% Plans and Specifications Submittal Submit to City Review (3 weeks) Submit to Other Stakeholders for Review (3 weeks) 100% Plans, Specifications and Cost Estimate Submittal Submit to City Review (3 weeks) Submit to Other Stakeholders for Review (3 weeks) 100% Final Plans Submittal Submit to City Review (3 weeks) Submit to Other Stakeholders for Review (3 weeks) 5 wks 3 wks 3 wks 3 wks 3 wks 3 wks 2 wks 3 wks 3 wks 1 wk 3 wks 3 wks 28 4 Permitting Compliance Regulatory Requirements 29 30 31 33 34 36 37 38 CEQA Compliance (Categorical Exemption) CEQA Compliance (MND) (Optional In -Lieu of Categorical Exemption) Assist with Security Approvals from Permitting and Regulatory Agencies Advertise Project Award Project Task 7 - Construction Support Services Notice to Proceed for Contractor Construction Record Drawings 1 wk 26 wks 28 wks 4 wks 7 wks 1 wk 14 wks 1 wk Week 1 1 Week 6 I Week 11 I Week 161 Week 21 I Week 26 I Week 31 j Week 2.6 I Week 41 I Week 46 I Week 51 I Week 56 I Week 61 I Week 66 [Week 71 .r t_ TrEl I la :rui r .0 HVr/.`', g :aRYi"Y `.:MW T—_ Task Split Milestone Summary Project Summary External Tasks • 91 111 11. External Milestone • Duration -only External Milestone Inactive Task Manual Summary Rollup • Critical Inactive Milestone • Manual Summary • Critical Split Inactive Milestone Start -only Progress Inactive Summary Finish -only IWII III IImm. Deadline Manual Task r, External Tasks O b 8711 I CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE SCHEDULE AND SCHEDULE CONTROL - 30 D ROJHCT SCHEDULE OPTIONAL TASKS SHOWN ID Task Name 2 3 Task 1 - Project Management & Meetings Kick off Agency Meeting & Project Initiation Review Existing & New Information & Request for USA & Utilities Record Drawings 4 Topographic Survey 5 Prepare Base Map 6 Geotechnical Investigations (Optional) 7 Flow Monitoring (Optional) 8 Public Outreach Through Town -Hall Type Meetings (Optional) Duration 1 wk 2 wks 1 wk 3 wks 3 wks 3 wks 12 wks Week 1 Week 6 Week 11 Week 16 Week 21 Week 26 Week 31 Week 36 Week 41 Week 46 Week 51 Week 56 Week 61 Week 66 Week 71 9 Iteti@o460 Contract Documents (Design Plans, Specifications toAkakiltamti 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 65% Plans, Specifications and Cost Estimate Submittal Submit to City Review (3 weeks) Submit to Other Stakeholders for Review (3 weeks) Potholing (Optional) 90% Plans and Specifications Submittal 90% Traffic Control Plans Submittal (Optional) 90% Street Improvement Plans and Striping Plans and Specifications Submittal (Optional) Submit to City Review (3 weeks) Submit to Other Stakeholders for Review (3 weeks) 100% Plans, Specifications and Cost Estimate Submittal 100% Traffic Control Plans Submittal (Optional) 100% Street Improvement Plans and Striping Plans,Specifications and Cost Estimate Submittal (Optional) Submit to City Review (3 weeks) Submit to Other Stakeholders for Review (3 weeks) 100% Final Plans Submittal 100% Traffic Control Plans Submittal (Optional) Submit to City Review (3 weeks) Submit to Other Stakeholders for Review (3 weeks) 5 wks 3 wks 3 wks 3 wks 3 wks 3 wks 4 wks 3 wks 3 wks 2 wks 2 wks 2 wks 3 wks 3 wks 1 wk 1 wk 3 wks 3 wks 28 Regulatory Requirements 29 30 31 32 CEQA Compliance (Categorical Exemption) CEQA Compliance (MND) (Optional In -Lieu of Categorical Exemption) Assist with Security Approvals from Permitting and Regulatory Agencies Task 6 - Bid Support 1 wk 26 wks 28 wks 33 Advertise Project 4 wks 34 Award Project 7 wks 35 36 37 38 Task 7 - Construction Support Services Notice to Proceed for Contractor Construction Record Drawings 1 wk 14 wks 1 wk }• Task Split Milestone Summary Project Summary Extemal Tasks • gpimmime Extemal Milestone • Duration -only External Milestone Inactive Task Manual Summary Rollup • Critical Inactive Milestone • Manual Summary • Critical Split Inactive Milestone Start -only Progress Inactive Summary Finish -only Deadline Manual Task ?> Extemal Tasks O b B711 1 CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE LOS ANGELES COUNTY J SANITATION DISTRICTS Converting Waste Into Resources .00 PAC E Advanced Water Engineering 17520 Newhope Street, Suite 200 Fountain Valley, CA 92708 714.481.7300 ( www.pacewater.com PACE Advanced Water Engineering RECEIVED- Transmittal JUL 13 2020 City of Rolling Hills DATE: July 13, 2020 By JOB/ OVERHEAD NO.: 8711 ATTENTION: Elaine Jeng, P.E. City Manager No. 2 Portuguese Bend Road Rolling Hills, CA 90274 PHONE: (310) 377-1521 SUBJECT: Engineering Services to prepare Sewer Improvement Plans for the City of Rolling Hills FROM: PACE, Duncan Lee TRANSMITTED: (4) Hard copies of proposal (1) Digital copy of proposal The enclosed is transmitted per your request. • Should you have any questions, or require additional information, please do not hesitate to contact us. SENT VIA: FedEx 17520 Newhope Street, Suite 200 I Fountain Valley, CA 92708 P: (714) 481-7300 F: (714) 481-7299 I www.pacewater.com FEE SCHEDULE / COST PROPOSAL SCO of SERVICES PACE will be able to provide engineering services per your requested scope of services that was divided into eight (8) tasks described in the RFP. Additionally, we also included in our proposal several optional services under Task #8 with reputable subconsultants that we believe will complement PACE and stakeholders to achieve project objectives. Below are detail descriptions and assumptions of for each of the nine (9) optional tasks. TASK 8 8.1 8.2 8.3 8.4 CEQA Compliance (Categorical Exemption) • PACE and subconsultant can assist the City to determine if any of the Categorical Exemptions applies. If so, a Notice of Exemption (NOE) can be prepared and recorded with the County Clerk Recorder's Office. CEQA Compliance (MND) • This is approximately a 6 -month process where PACE and the subconsultant will prepare the Mitigated Negative Declaration (MND) environmental documents. Tasks include preparation of AB 52 Native American Consultation documentation, prepare screencheck, draft, and final Initial Study (IS) and MND, and prepare the Mitigation Monitoring and Reporting Program (MMRP). Technical Reports will include Air Quality Technical Memo, Greenhouse Gas (GHG). Public Outreach Through Town -Hall Type Meetings (Up to 3) • PACE can collaborate with the City to attend and present at City arranged town -hall type of meetings, to introduce the project and share concept plans details with the general public, in order to increase public trust and to address concerns. Budget $4,000 for Reimbursement of Permit Fees (Permits Fees Unknown) • The exact number and required permits have not been established. City can have PACE pay for any of such permits upfront and be reimbursed under this item, or the City can directly pay for such permits. 8.5 8.6 90%, 100% and 100% Final Traffic Control Plans Submittals • PACE and subconsultant can prepare traffic control plans to support pipeline construction plans. The plans will utilize various industry practice for traffic control strategies, and will also include signing, legends, and construction detour standards. These plans will be submitted along with pipeline construction plans for review for permits. Two (2) Soil Borings and Geotechnical Report • PACE and subconsultant can drill 2 borings, one for each segment of new sewer pipe on the unpaved area of the Rolling Hills Road. The geotechnical report will summarize findings of soil characteristic, along with tests results to identify design parameters for construction, including those necessary for the contractor to prepare shoring plans. The optional fee scheduled is based on the assumption that no custom traffic control plans will be required for drilling on the unpaved area of the roadway, and that traffic control will be consistent with standard practice from the WATCH Manual. 8.7 Flow Monitoring at Two (2) Locations for 1 Continuous Week 4 PACE and subconsultant can install monitoring devices in two (2) selected existing manholes on Rolling Hills Road near Crenshaw Blvd, in order to obtain a continuous 1 week of monitoring data to validate flow assumptions of existing condition described in the May 2020 Sewer Area Study. 8.8 8.9 90% and 100% Street Improvement Plans and Striping Plans Submittals • PACE and subconsultant can prepare street improvement and striping plans for approximately 2,000 lineal feet of Rolling Hills Road. The optional fee schedule is based on the assumption that improvement will either be by grind and overlay, or with slurry seal. Potholing (Unable to Provide a Fee Due to Unknowns at This Time) • PACE and subconsultant can perform pothole of existing underground utilities that may have grade conflict with the proposed sewer pipe. Since such conflicts and traffic control requirement will be identified during the design phase, PACE can provide a fee estimate for this optional tasks at a later date. B711 1 CITY OF ROLLING HILLS SEWER IMPROVEMENT PLANS - 8" SEWER MAIN ALONG PORTUGUESE BEND ROAD/ROLLING HILLS ROAD PACE Fee Schedule and Rate Sheet Matrix Project Name: 8" Sewer Main Along Portuguese Bend Road/Rolling Hills Road Client: City of Rolling Hills PACE Job Number: #6711 Estimate Date: July 7, 2020 PAC E Advanced Water Engineering ' Fees from these sub -consultants cannot be broken down by labor hours, so they are in lump sums. O Z E al Work Item Description Sr Project Manager Sr Electrical Engineer Sr Inst. & Cont. Specialist Estimated PACE Manhours Sr Project Engineer Project Engineer Assistant Engineer Design Engineer Sr CAD Designer CAD Spec I GIS Analyst Graphic Designer Admin Support GPS Survey Unit Estimated Sub -Consultants Manhours I. ADS Env. Services* (See LS Fee Column -Opt.) Traffic Control Eng* (See LS Fee Column -Opt.) 2 -Person Survey Crew Guida Surveying Senior Project Manager PM I Pro. Lic. Surveyor Project Surveyor Research Clerical Converse Consultants* (See LS Fee Column -Opt.) VCS Environmental* (See LS Fee Column -Opt.) O O O 1n 1[) O O O 1n O 1n O O 1n N r O CO CO M M M r O CO a N N N N r r r - r N fA 49 49 V► M 49 to fR M fM fA to 40 O CO O CO U) O) 4 bR 1 Task 1- Project Management & Meetings 0 34 0 0 0 20 64 0 4 72 0 20 0 0 0 48 0 12 32 56 8 0 0 2 Task 1.1- Project Management and Meetings Per RFP 24 8 3 Task 1.2 - Assist City with USA Markings and Utilities Research 2 8 40 4 4 Task 1.3 - Survey and Prepare Base Map 4 4 24 4 72 48 12 32 56 8 5 Task 1.4 - Develop and Maintain Project Schedule 4 8 8 6 Task 2- Design Plans 8 36 0 0 0 48 96 0 18 124 0 10 0 0 0 0 0 0 0 0 0 0 0 7 Task 2.1- 65%, 90% and 100% Submittals 6 32 40 80 16 100 8 8 Task 2.2 - 100% Final Submittal (As -Needed) 2 4 8 16 2 24 2 9 Task 3- Specifications 2 4 0 0 0 8 32 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 10 Task 3.1- 65%, 90% and 100% Submittals 2 4 8 32 4 11 Task 4- Construction Cost Estimate 1 4 0 0 0 8 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 12 Task 4.1- 65% and 100% Submittals 1 4 8 2 13 Task 5- Permitting and Compliance to Regulatory Requirements 0 16 0 0 0 24 16 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 14 Task 5.1- Develop and Manage the Approval Process for all Permits 16 24 16 8 15 Task 6- Bid Support 0 4 0 0 0 6 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 16 Task 6.1- Assist City to Prepare Bid Package and Responses to Questions During Bid 4 6 1 17 Task 7- Construction Support Services 0 7 0 0 0 32 8 0 0 16 0 9 0 0 0 0 0 0 0 0 0 0 0 18 Task 7.1- Attend a Preconstruction Meeting 2 4 19 Task 7.2 - Assist City with RFIs 2 8 4 20 Task 7.3 - Review Submittals 2 16 4 21 Task 7.4 - Prepare Project Record Drawings 1 4 8 16 1 22 Task 8- Optional Services 2 48 0 0 0 72 88 0 24 72 16 19 0 0 0 0 0 0 0 0 0 0 0 23 Task 8.1- CEQA Compliance (Categorical Exemption) 2 4 8 1 24 Task 8.2 - CEQA Compliance (MND) 16 24 8 25 Task 8.3 - Public Outreach Through Town -Hall Type Meetings (Up to 3) 6 4 8 16 26 Task 8.4 - Budget $4,000 for Reimbursement of Permit Fees (Permits Fees Unknown) 27 Task 8.5 - 90%. 100% and 100% Final Traffic Control Plans Submittals 4 8 16 8 2 28 Task 8.6 - Two (2) Soil Borings and Geotechnical Report 2 4 8 2 29 Task 8.7 - Two (2) Flow Monitoring for 1 Continuous Week 2 4 8 2 30 Task 8.8- 90% and 100% Street Improvement Plans and Striping Plans Submittals 2 16 24 48 8 72 4 31 Task 8.9 - Potholing (Unable to Provide a Fee Due to Unknowns at This Time) (Excludes Optional Tasks) Total Fee: $139,592 Fee Sumnnary (Excludes Optional Tasks) Man Power Subtotal 370 Task Costs Subtotal $60,752 $5,920 $7,240 $44,792 $2,800 $46,950 $39,140 $7,810 $7,140 $7,140 $2,570 $2,570 $10,080 $10,080 32 54 264 20 340 282 58 50 50 15 15 64 64 11 $1,920 $1,920 $10,180 $1,080 $2,040 $3,320 $3,740 11 72 6 14 22 30 0 $0 922 $139,592 J $0 Total Task Costs $60,752 $5,920 $7,240 $44,792 $2,800 $46,950 $39,140 $7,810 $7,140 $7,140 $2,570 $2,570 $0 $0 $0 $0 $10,080 $10,080 $1,920 $1,920 $0 $0 $10,180 $1,080 $2,040 $3,320 $3,740 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $139,592 0 Fee Summary of Optional Tasks Man Power Subtotal (Optional) Task Costs Subtotal (Optional) Lump Sum Fee for Services (Optional) Total Task Costs (Optional) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 341 15 48 34 0 38 16 16 174 0 341 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $48,380 $2,200 $8,000 $4,720 $0 $5,480 $2,280 $2,280 $23,420 $0 $48,380 $0 $0 $0 $0 $0 $0 $0 $0 $0 . $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $99,843 $1,720 $25,220 $148,223 $3,920 $33,220 $4,720 $4,000 $35,480 $14,295 $14,168 $38,420 $4,000 $30,000 $12,015 $11,888 $15,000 $99,843 $0 $148,223 Fee Schedule and Rate Sheet Matrix 1 of 1 Fee Schedule and Rate Sheet Matrix ' Fees from these sub -consultants cannot be broken by labor hours, so they are in lump sums. Estimated Sub -Consultants Manhours (Excludes Optional Tasks) Project Name: 8' Sewer Main Along Portuguese Bend Road/Rolling Hills Road Client: City of Rolling Hills down ' TADS Env. Services' Traffic Control Eng' Guide Surveying Converse Consultants' VCS Environmentar PACE Job Number. #B711 PACE Estimate Date: July 7, 2020 Total Fee: $139,592 a = E Work Item Description Estimated PACE Manhours Fee Summary (Excludes Optional Tasks) Fee Summa of Optional Tasks q G c i ISr Project Manager [Sr Electrical Engineer [Sr Inst. 8 Cont Specialist Sr Project Engineer Project Engineer t C 1 W C� x4 a Sr CAD Designer CAD Spec / GIS Analyst [Graphic Designer 1. y 5 E $ GPS Survey Unit (See LS Fee Column -Opt.) (See LS Fee Column -Opt) 2 -Person Survey Crew [Senior Project Manager IPM 1 Pro. Lic. Surveyor Project Surveyor Survey Analyst m ° rte (See LS Fee Column -Opt) (See LS Fee Column -Opt) Man Power Subtotal 471 g a 8 {.1 1- 0 i 13. J9 a a E 3 A F- a- Man Power Subtotal (Optional) Task Costs Subtotal (Optional) Lump Sum Fee for Services (Optional) Total Task Costs (Optional) Q. M ty N M o N m M o N 0 a 0 M 0 N 0 N 0 q y N N 53 N a N • 1 ask 1- Project Management & Meetings _- 70K 34 '0' '0- ' 0 ° ::20. -64' ' 0' -4 ' 72' 0 20 -0" 0 0 48 " 0 "12- 32" 56 8 - 0 0 370 660,752 SO ' '$60,752' 0 SO SO S0 2 Task 1.1- Project Management and Meetings Per RFP 24 8 32 I $5,920 $5,920 0 $0 $0 3 Task 1.2- Assist City with USA Markings and Utilities Research 2 8 40 4 54 $7,240 $7,240 0 $0 $0 4 Task 1.3- Survey end Prepare Base Map 4 4 24 4 72 48 12 32 56 8 264 $44,792 $44,792 0 $0 SO 5 Task 1.4 - Develop and Maintain Project Schedule 4 8 8 20 $2,800 $2,800 0 $0 $0 6 Task 2- Design Plans 8 36 0 0 0 48 96 0 18 124 0 10 0 0 0 0 0 0 0 0 0 0 0 340 $48,950 SO $48,950 0 SO SO SO 7 Task 2.1- 65%, 90% and 100% Submittals 6 32 40 80 16 100 8 282 $39,140 $39,140 0 $0 $0 8 Task 2.2 - 100% Final Submittal (As -Needed) 2 4 8 16 2 24 2 58 $7,810 $7,810 0 $0 . $0 9' =S .-" - •-- -.-, - Task S- cations•. _.. -'" 7'2' r 4„ 0 - 0 0 r: . r ' 8 `32 '0" '0• U- : 0� -1 0- '0 -0• -0` 0 0 0' '0' '0- '0" '0 50'- $7,140 _- SO' -1j,140 MT' "SO" $0__. _..SO' _ 10 Task 3.1- 65%, 90% and 100% Submittals 2 4 8 32 4 50 $7,140 $7,140 0 $0 $0 11 Task 4- Construction Cost Estimate 1 4 0 0 0 8 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 15 $2,570 SO $2,570 0 SO 50 S0 12 Task 4.1- 65% and 100% Submittals 1 4 8 2 15 $2,570 $2,570 0 $0 SO 13 ask 5-Pemlktlngand Compliance MRegulatoryRequtrtnenta_`.• -----..--" --""'• "0•,'16' '0`„0' '0`,'24' `16- '0' 0., -0 0' "8 0- "0'. -0 "0_ -0-'.0 0' . 0„ `0" • 0' 0' 64- $10,080' -'$0 - '$10,080' -.'0'" ' "$0._ . SO .. - SO 14 Task 5.1- Develop and Manage the Approval Process for all Permits , 16 24 16 8 64 $10,080 $10,080 0 $0 $0 15 Task 6- Bid Support 0 4 0 0 0 6 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 11 81,920 $0 $1,920 0 SO SO $0 16 Task 6.1- Assist City to Prepare Bid Package and Responses to Questions During Bid 4 6 1 11 $1,920 $1,920 0 $0 $0 17 Task 7-ConstnrcOonSupportServices'-•" ._-__.._ _ "- �--- p" `7` 0- 0•"0 •32 "8 "0" •0. .16 _0" "9_ -0' 0' "0. .0 -0' 0' 0' -0 "0" 0' -0` ."72- 510,180` `-$0"''$10,160' -`0 'S0- 50" "$0 18 Task 7.1- Attend a Preconstrudion Meeting 2 4 6 $1,080 $1,080 0 $0 $0 19 Task 7.2 - Assist City with RFIs 2 8 4 14 $2,040 $2,040 0 $0 $0 20 Task 7.3 - Review Submittals 2 16 4 22 $3,320 $3,320 0 $0 $0 21 Task 7.4 - Prepare Project Record Drawings 1 4 8 16 1 30 $3,740 , $3,740 0 SO $0 Z2 T13k' • OcFc"a' Set ecas 2 48 0 0 0 72 88 0 24 72 16 19 0 0 0 0 0 0 0 0 0 0 0 0 '$0 $0 $0 341 048,380 599,843 5148.223 93 TasK d'-CECAC_rrsrarce! Categcr.ca!E.re"phc"i 2 4 8 $0 15 $2.200 $1,720 $3,920 24 'ask 8.2- CECA Ccr" ira^ce tC11CD, 16 24 3 j $0 48 58,000 525.220 533.220 25 T?sv 4 3 - W,05r Cutreach Thr,ugh Town -Hail Tice Meetings 'Up tc 3' 0 4 8 75 $0 34 g4-720 $4,720 26 TasK d 4 - Busgct 34 262 L:r.Reunbursement if Permit Fees (Permits Fees Unknown! $0 0 SO 54.000 $4,000 27 Task 5.5 "- 8n', 'C0', and 163', F ^a: Traffic Control Plans Submittals 4 3 '6 8 2 $0 38 $5.480 530,000 $35,480 23 "asn 3 5 - Tw; .2, Sc.; Bc' nqs aid Genfcc'rn:cai Report 2 4 8 2 $0 10 1 02,280 $12.015 $14,295 29 -asi8.7- Tea r2'FewMoaqcnrrgfar 'Ccnlinuous'Week 2 4 6 2 $0 10 $2,280 $11,888 $14,168 3.. Task 8.3- SC', and IGO'i Steel Improvement Pans and Striping Plans Submittals 2 16 24 48 8 72 4 SO 174 $23,420 $15,000 i $38,420 21 Task 8.9 - Fothc:ing rUnab.e !o Provide a Fee Due It. Unknowns al This Time) I $0 0 SO i SO 922 $139,592 $0 $139,592 341 $48,380 599,843 $148,223 Fee Schedule and Rate Sheet Matrix 1 of 1