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Fomotor Engineering
Fomotor Engineering 225 South Civic Drive, Suite 1-5 • Palm Springs, California 92262 Office: (760) 323-1842 o Facsimile: (760) 323-1742 Email: phillipQfomotor com Civil Engineering Land Surveying Land Planning May 22, 2023 City of La Quinta Attn: Julie Mignogna, Management Analyst 78495 Calle Tampico La Quinta, California 92253 Tei: (760) 777 w- 7041 Email: }mignogna@LaQuintaCA.gov COVER LETTER Dear Julie, Pursuant to your request, we are pleased to present the following proposal for On -Call Survey Services for the City of La Quinta. Having served as the on-call surveyor for Coachella Valley cities during our nearly 30 -year history in the valley, we understand the importance of providing reliable, accurate, and expediated surveys for public municipalities while making use of modem technologies including UAVs, GPS, robotic total stations, and digital leveling equipment and related software. Please note that all information and pricing provided in the proposal is valid for at feast ninety (90) days and that all individuals who will perform work for the City are free of any conflict of interest. Our response is structured to match the format as requested within the REP. Best regards, FOMOTOR ENGINEERING (Fomot C. PHILLIP K. I=OMOTOR, P.E., P.L.S. CEO Civil # 47284 QSD 1 QSP # 23078 Land Survey # 7070 PWCR Number: 1000031088 City of La Quinta.- Land Survey proposal for On -Carl Survey Services Fomotor Engineering, May 22, 2023 Page 2 of 15 1. Firm's Background, Qualifications and Experience Background -(RFP Items ,Ia, 1b and 4c) Fomotor Engineering (Taxpayer identification number 61-1587938) is a full-service, multi -discipline civil engineering, planning and surveying firm founded 29 years ago in 1994. Company founder and owner, Phillip Fomotor, has over 37 years of professional engineering experience. Phillip holds licenses in the State of California. Fomotor Engineering has an extensive background in all phases of civil design, field surveying, environmental document preparation and project management. Our clients are from the private sector and public agencies in the Coachella Valley, the High Desert, and throughout Southern California. The following planning, construction, and design services have been provided to the Coachella Valley throughout our 29 -year history; Land Surveying Services include: property surveying, topographical surveying, ALTA's, construction surveying, construction staking, preparation of lot line adjustments, subdivision maps, easement legal descriptions, corner records and Records of Survey. Civil Engineering Services include: land planning, site plan preparation, rough and precise grading plans, drainage plans, street improvement plans, utility improvement plans and hydrology studies. Environmental Services include: Preparation of Water Quality Control Plans (WQMP), State Storm Water Pollution Prevention Plans (SWPPP), and Fugitive Dust Control Plans (PM10). Pro'ect Manager and Key Personal Abbreviated Resumes RFP Item I! PHILLIP FOMOTOR, P.E., P.L.S., Office Manager President and Principal of Fomotor Engineering, Phillip is licensed in the State of California as a Civil Engineer and Land Surveyor with over 37 years of extensive experience in all aspects of civil engineering, land planning, surveying, environmental document preparation and project management. Education: Bachelor of Science in Engineering (with honors), University of Canterbury, Christchurch, New Zealand, 1982 Licenses/Certifications: State of California -- Licensed Civil Engineer No. 47284; State of California — Licensed Land Surveyor No. 7070, State of California — Qualified SWPPP Developer & Practitioner Certificate # 23078 JONATHAN GUZMAN, P.L.S., Survey Department Manager Jonathan has over eleven years' experience as Survey Department Manager and over 22 years' experience in the land survey industry. Jonathan prepares estimates, oversees project management of all field, topographical and construction surveys, He also supervises the preparation of base sheets, tract maps, parcel maps, lot line adjustments and ALTA surveys_ RegistrationslCertifrcations: California — Licensed Lancs Surveyor No. 8652. Education: Associate of Science, Kirkwood College, Cedar Rapids, Iowa City of La Quinta: Land Survey proposal for On -Call Survey Services Fomotor Engineering, May 22, 2023 Page 3 of 15 MATTHEW HANNAH, L.S.I.T,, Survey Party Chief l Senior Survey Technician Mathew has over sixteen years' experience in land surveying and has a State Land Surveyor in Training Certificate, (LST 7950). He is proficient in supervising and performing field surveys including boundary, topographical, aerial control, ALTA, precision leveling (up to second order class 1 NGS standards), construction control, and construction staking. EDDIE HERNANDEZ, L.S.I.T, Senior Survey Technician Eddie has over twenty-four years' experience in land surveying and has a State Land Surveyor in Training Certificate, (LST 8761) and is a Certified Survey Technician, #0318-5922, CST IV Office Manager, National Society of Professional Surveyors. He is proficient in mapping, supervising and performing field surveys including boundary, topographical, aerial control, ALTA, precision levefing (up to second order class 1 NGS standards), construction control, and construction staking. Danny Hannah., Licensed Drone Remote Pilot, Survey Rod Person 1 Survey Technician Abraham has five years' experience in land surveying and is a Licensed Drone Remote Pilot. He is proficient in assisting with field surveys including boundary, topographical, aerial control, ALTA, precision leveling (up to second order class 1 NGS standards), construction control, and construction staking. Danny has AQMD PM -10 Certification ZACHARY STEIN, Engineering/Survey technician Zach has over two years of engineering and survey assistance and drafting experience. Firm Ownership RPP Item le and I Fomotor Engineering is a California S Corporation. (Fomotor Engineering is not a subsidiary of a parent company.) Fomotor Engineering (Fomotor, Inc.) is a Registered Public Works Contractor with the Department of Industrial Relations. PW -LR- Number 1 000 578 820 Statement of Qualifications RFP Item 1 Proposed Personnel PHILLIP FOMOTOR, P.E., P.L.S., Office Manager (See Project Manager and Key Personal Abbreviated Resumes above) JONATHAN GUZMAN, P.L.S., Survey Department Manager/ Project Manager (See Project Manager and Key Personal Abbreviated Resumes above) MATTHEW HANNAH, L.S.I.T., Survey Party Chief l Senior Survey Technician Mathew has over sixteen years' experience in land surveying and has a State Land Surveyor in Training Certificate, (LST 7950). He is proficient in supervising and performing field surveys including boundary, topographical, aerial control, ALTA, precision leveling (up to second order class 1 NGS standards), construction control, and construction staking. EDDIE HERNANDEZ, L.S.I.T, Senior Survey Technician Certified Survey Technician CST, Mapping, Field Survey, 24 years' experience. Danny Hannah., Licensed Drone Remote Pilot, Survey Rod Person / Survey Technician Danny has four years' experience in land surveying and is a licensed Drone Remote Pitot. He is proficient in assisting with field surveys including boundary, topographical, aerial control, ALTA, precision leveling (up to second order class 1 NGS standards), construction control, and construction staking. Danny has AQMD PM -10 Certification. ZACHARY STEIN, Survey Technician Zach has over two years of engineering and survey assistance and drafting experience. City of La Quinta: Land Survey proposal for Orr -Call Survey Services Fomofor Engineering, May 22, 2023 Page 4 of 15 No prime or sub -consultants proposed. Pro'ect Understanding, Approach, and Scheduling RFP !tern 1h and 1' Upon a written or digital request for surveying services received from the City of La Quinta our Survey Department Managerwili review the request, contact City staff for additional information if needed, and schedule a field survey when applicable. When expediency is not required, the field survey will typically be performed within one week of the request. When expediency is required or when the survey will be providing staking for an active construction project, our staff will reschedule existing projects, as needed, to ensure the field survey will be performed in 1 to 3 business days. In the case of construction staking, 3 sets of cut sheets and staking plats or the digital copy thereof will be provided in 1 or 2 business days or as requested by the City of La Quinta. 4. In the case of Topographic Survey and Base Mapping, the completed base sheet files will typically be provided one week after the survey or as required by the City of La Quinta. Base sheet files typically include: @.PDP of survey base sheet b.PDF of survey base sheet with aerial overlay c.CAD file of base sheet (Civil 3d, AutoCAD, or MicroStation format) d.CAD file of aerial photo alignment drawing (Civil 3d, AutoCAO, or MicroStation format) e.UAV aerial photo file f. digital terrain model file (if requested) g.reference maps and deeds (if requested) h.utility research (if requested) i. video of a 360 -camera walkthrough of site similar to google street view (if requested) j. site photos (if requested) 5. As instructed by the City of LA Quinta, following base sheet provision a Corner Record of Record of Survey will be prepared to note any boundary corners set during the survey. 6. The Survey Department Manager or specific project manager will be available during the length of the project to address any questions, concerns, or request for additional staking or survey. 4 City of La Quinta: Land Survey proposal for do -Call Survey Services Fomofor Engineering, May 22, 2023 Page 5 of 15 Scope of Work (RFP Item 9i) Record Map Research • Research current available record maps on file with Riverside County. Identify control monumentation to be used as onsite horizontal control. • Identify monumentation of record that may be impacted due to project construction. • Coordinate with City of La Quinta on pending projects impacting current right-of-way boundaries. 2. Utility Plat & Record drawing Research Contact local public utility companies to obtain currently available utility plats and record as built drawings. 3. Site Survey Control • Using redundant GPS site surveys, establish horizontal alignment control, including street centerlines and intersections. • Using Digital Survey Levels tie into City Benchmark Network and set temporary benchmarks for control purposes. • Perform a survey of the existing boundary monuments and benchmarks to establish or verify horizontal and vertical control. • Existing control and placement of control stakes to be surveyed using either RTK GPS, Static GPS readings and processing, Robotic or Manual Total Station traverse, or via a differential leveling loop using a digital level and invar rod where high precision is needed Survey all tie points on curb, walls, and visible utilities to ensure accurate visible improvement tie points. • Place one set of construction control stakes and prepare Staking Control Exhibit for use by survey crews and Construction Inspector when requested. • Control and staking tolerances to conform to Staking tolerances as noted in section 12.3 of the CALTRANS survey Manual. 4. Survey Monumentation Impact Assessment (Survey Control) • Per the above Record Map Research, survey any existing onsite survey monuments and existing City benchmarks. • Access if replacement or protection of monument will be required during construction. 5. Monument Ties and Replacement • Perform field survey creating or recovering ties to existing survey monuments of record which may have been lost due to new construction for the preservation of monuments as pursuant to California State Law. • Prepare and file with Riverside County Surveyor's Office the necessary documentation (Corner Record or Record of Survey) required in association with preserving and replacing any destroyed survey monuments. 5 City of La Quinta.- Land Survey proposal for On -Cal! Survey Services Fomotor Engineering, May 22, 2023 Page 6 of 15 6_ Right of Way / Legal and Plat Preparation • As required by project, perform filed survey or use existing site survey to locate critical improvements to be used as control along with the above boundary survey to establish necessary control for the preparation of proposed easements, quitclaim deeds, lot line adjustments, certificate of compliance, lot descriptions, or parcel descriptions and the accompanying plat. • Provide in house review prior to submittal to City for review and comment. 7. Boundary Survey • Research Record Maps within the survey area and review title report documents provided by City. • Prepare for field survey; calculate anticipated existing monument and property corner coordinates based upon record data. • Perform field survey, search area for existing property corner monuments and other Street corner monuments that may be needed for survey control purposes. • Perform boundary traverse or GPS survey of existing found monuments. • Perform survey calculations and reduce field data to compare the relative locations of the found monuments with record data. • Prepare Record Map (e.g. Corner Record, Record of Survey) for submittal to City and Riverside County for technical review. Revise Record Map per provided comments and resubmit as required. • Set corner monumentation at un-monumented property corner locations. 8. Topographic Survey and Base Mapping • Perform control survey placing and locating required aerial control targets. • Fly sight with unmanned drone obtaining high resolution aerial photography. • Perform horizontal and vertical field survey locating visible improvements (Survey data will include, but not be limited to, trees over 2 -inches in diameter, buildings, walkways, sidewalks, access ramps, driveways, curbs, gutters, cross gutters, edge of pavement, asphalt berms, fire hydrants, water valves, manholes, water meters, signs, streetlights, power poles, mailboxes, walls, fences, structures, traffic signal poles, and all other visible features) to supplement the aerial survey. • For street cross sections all centerline monuments shall be located, and survey information shall extend a minimum of 10 -feet beyond the street right-of-way. • Tie elevation into established City/County benchmark system. • Process orthographic aerial photo. • Process surface model based on aerial photography and filed survey. • Prepare Topographical Site Base Sheet plotting the above and plot one -foot contours and notable spot elevations. • Review Client provided Title Report and referenced record documents and plot easements as noted therein onto the Topographical Base Sheet. 6 City of La Quinta: Land Survey proposal for On -Call Survey Services FomotorEngineerirrg, May 22, 2023 Page 7 of 15 9. Clearing/Removals ■ One set of reference stakes or marks at 290 -foot intervals on tangent line and 190 feet on curves will be set along the limits of the construction area or Right -of -Way for clearing purposes. 10. Rough Grade • One set of grid stakes at 50 -foot intervals. Stakes will indicate cut or fill to finish grade as shown on approved mass grading plan. • One set of stakes at 25 -foot intervals and all angle points with appropriate cut or fill. • Provide one set of offset stakes for sidewalks at 25 -foot intervals, grade breaks and angle points with cut or fill to finish surface. 11. Finish Grade • Provide one set of stakes to delineate at 25 -foot intervals and all angle points with appropriate cut or fill. • Provide one set of offset stakes for sidewalk at 25 -foot intervals, grade breaks and angle points with grades to finish surface. • Provide one Blue Top for building pad. Stake to be set at pad grade. • Pad Certifications — prior to construction of improvements, provide inspection services necessary to provide certification of pact grade as shown on the approved grading plan. 12. RetaininglGarden Wall • Provide one set of offset, line and grade stakes for wall construction set at 50 -foot intervals with appropriate cut or fill to top of footing. 13. Bridge Structure ■ Provide one set of stakes for foundation layout and deck grades. 14. Entrance Structures • Provide one set of stakes with appropriate cut or fill for the construction of entrance structures. 15. Building Foundations ■ Provide one set of stakes at an offset of 10' x 10' to the building corners, one stale per corner with grades to the finish pad. 16. Water, Sewer, Storrs Drain, or Irrigation Lines • Provide one set of offset stakes at 50 -foot intervals with grades to finish surface_ 17. Drainage Boxes • Provide one set of stakes at a 5 -foot offset to centerline of box with grades to top of grate. 7 City of La Quinta: Land Survey proposal for On -Call Survey Services Fomotor Engineering, May 22, 2023 Page 8 of 15 18. Tree locations • Provide one stake at centerline of each tree location. 19. Project Administration ■ The Surveyor of Work shall be availabie during the length of the project to address any questions or concerns which may arise. Three sets of Grade Sheets shall be prepared and submitted to the City of La Quint@ within 48 hours of receipt of the "Staking Request" for the said work when requested. 20. Office Calculations • Calculations as necessary to provide the field survey crews with data as needed for staking and supervision as required. 21. Independent Field Checks Of Contractor Staking Work • Perform control field survey to assure the integrity of the control stakes. Using verified control stakes, perforin field survey to assure stakeout set-up points. Perform field survey to verify all positions staked in the field shall be checked against the computed positions as requested. • Prepare electronic stakeout reports of findings for using by Construction Administrator, City Construction Inspector, and/or other City Staff. 8 City of La Quinfa: Land Survey proposal for On -Call Survey Services Fomotor Engineering, May 22, 2023 Page 9 of 15 2. References of California governmentagencies City of Cathedral City John Corella PE Director of Engineering 1 Public Works P. (760) 774-0327 E. JCorella@cathedraleity.gov Dave Faessel PE Engineer P. (760) 770-0327 DFaessel@cathedralcity.gov We have provided City of Cathedral City Engineering Department On-call Comprehensive Plan Checking Services for about 5 years from 2018, with John Corella. We provided City of Cathedral City on-call Land Survey Services for about 4 years, from 2018 through 2022. We have provided City of Cathedral City surveying services over the years, including: ■ Field survey and base sheet preparation of approximately 91,200 linear feet of Date Palm Drive at 301h Avenue and between Ramon Road and Gerald Ford Drive. (2022) • Field survey and base sheet preparation of approximately 4,200 linear feet of the westerly side of Date Palm Drive south of Dinah Shore. (2018) • Field survey and base sheet preparation of approximately 5,600 linear feet of street cross sections along Dinah Shore Drive, Date Palm Drive and Cathedral Canyon Drive. (2018) • Field survey and base sheet preparation of approximately 1,700 lineal feet of Street cross-sections along Via De Anza. (2021) • Boundary survey in Cathedral City along Highway 111, between Date Palm Drive and the City limits with Rancho Mirage (2019) • Field survey and base sheet preparation at Shifting Sands Trail and Ramon Road. (2419) • Field survey and base sheet preparation of approximately 800 linear feet of Vega Road and 900 linear feet of Avenida ?Cimino crass -sections, (2017) • Field survey, base sheet preparation and design for the East Palm Canyon Drive widening into hillside (approx 500 lineal feet for Tract 33668 at the southwest corner of East Palm Canyon Drive and the West Cathedral Canyon Flood Control Channel in the City of Cathedral City.) 9 City of La Quinta: Land Survey proposal for On -Cal! Survey Services FomotorEngineering, May 22, 2023 Page 10 of 15 City of Rancho Mirage Leland Cale City Engineer P. 760-770-3224 Cel. 760-902-2782 Civil Engineering Design and Land Survey assistance with miscellaneous Street and Drainage Improvement projects including: • Mirage Cove Drive, Stellar Drive, Nebulae Way, Venus Drive & Saturn Circle monument tie outs • Field survey and base sheet preparation of approximately 4,000 lineal feet of Monterey Avenue for the street widening project (Dinah Shore Drive to Gerald Ford Drive), ■ Frank Sinatra Street improvements at `The Springs' Frank Sinatra Drive north entrance, street widening, sidewalk improvements and curb modification. • Clancy Lane 1 Monterey Ave. right tum pockets improvements, survey assistance • Frank Sinatra street improvement design between Bob Hope and Monterey • Magnesia Falls Drive, Cholla Lane and Verbina Road land survey and design. • Follansbee Road Street Improvements survey and design. • Monterey and Clancy Lane right tum pocket survey and design. ■ Storm Drain Master Plan, and City Storm Drain Main Line Improvement Design City of Desert Hot Springs Jonathan Hoy, former City Engineer 65950 Pierson Boulevard Desert Hot Springs, CA 92240 (750) 238-1540 cell We have provided City of Desert Hot Springs surveying services over the years, including: • Field survey and base sheet preparation for the intersection of Indian Avenue and Mission Creek Wash in the City of Desert Hot Springs, CA. • Boundary and Topographical Surveys and Base Sheet preparation for Mission Springs Park (portion of APN 656-050-005), Wardman Park (APNs 639-072-017, -018 & -019) and Coyote Park (APN 644-210-006) in the City of Desert Hot Springs, CA. • Field survey and preparation of a survey base sheet for the Palm Drive and Pierson Boulevard Intersection Improvements for City Center in the City of Desert Hot Springs, CA • Indian Avenue Intersection Geometric Designs for Tract 34305. 10 City of La Quinta: Land Survey proposal for On -Call Survey Services FomotorEngheenng, May 22, 2023 Page 11 of 15 City of Indio We have provided surveying services over the years in City of Indio including: • Street widening design for 50th Avenue (arterial) 1 mile, Monroe Street {arterial} approx. 1 mile and Jackson Street (arterial) approx. 1 mile, around 640+/- acre Indian Palms Country Club - Lead project engineer and land surveyor for a gated residential community consisting of 1,200 residential units, two 18 -hole golf courses, a 6,000 square foot clubhouse, a 6,004 square foot conferencing facility, hotel and park lot expansion, maintenance yard, a hotel golf clubhouse cart barn and miscellaneous common area amenities, approximately 5 miles on-site street, water and sewer main improvement plans and approximately 3.0 miles offsite street, water and sewer main improvements, City of Indio_ • Designed, bid and construction managed recent storm drain improvements in Indian Palms. • Street widening design for approx. 1,400 lineal feet of Golf Center Drive for the Golf Center Parkway project (PM 30118), with Caltrans approvals also. • Preparation of street improvement plans on State Highway 111 with Caltrans review and approval for Shifin Medical Center, City of Indio • Jefferson street improvement plans at the N.E. corner of Hwy 111 for a proposed veterinary clinic, City of Indio A Sampling of Private Projects GHA Companies Mario Gonzales, President CEO, P. 750-969-1404 ext 1420 Office, Cel. 760-250-8611 Various residential subdivision projects, including Sunny Lane Tract 35623, Rancho Mirage, and the District Project Tract 36747, Cathedral City Complete Civil Design, Land Surveying, Mapping and Construction Staking assistance. Rio Del Sol Noel Humphrey 949-374-3525 Ongoing complete Civil Design, Land Surveying, Mapping and Construction Staking assistance. Dream Hotel, Palm Springs CA. Lauri Kibby 310-877-3110 cell 7.5 acre Hotel Project in Palm Springs Ca.- NW corner Alejo Ongoing complete Civil Engineering and Land Surveying and Mapping assistance. City of La Quinta- Land Surveyproposal for On -Cali Survey Services Fomofor Engineering, May 22, 2023 Page 12 of 15 3, Fee Schedule We propose to perform `On-call Surveying Services per our "Schedule of Hourly Rates (Prevailing Wage)" or "Schedule of Hourly Rates (Non Prevailing Wage)" below. Schedule of Hourly Rates (Prevailing Wage) Registered Engineer/Land Surveyor/Project Manager $140.00 Senior Designer $110.00 Designer/CAD Operator with Computer Workstation $90.00 Senior Planner $110.00 Planner Technician $90,00 Senior Survey/ Mapping Technician $110.00 Survey/ Mapping Technician $90.00 One Man Survey Crew $190.00 Two Man Survey Crew $300.00 One Man Survey Crew (Overtime — Daily) $230.00 Two Man Survey Crew (Overtime — Daily) $375.00 One Man Survey Crew (Overtime — Saturday) $230.00 Two Man Survey Crew (Overtime -- Saturday) $375.00 Reimbursable Expenses Reproduction, printing, delivery service, and other sub consultants Cost Travel time Monumentation material and instaElation Hourly rate Cost 12 City of La Quinta: Land Survey proposal for On -Call Survey Services Fomotor Engineering, May 22, 2023 Page 13 of 15 Schedule of Hourly Rates (Non Prevailing Wage) Registered Engineer/Land Surveyor/Project Manager Senior Designer Designer/CAD Operator with Computer Workstation Senior Planner Planner Technician Senior Survey/ Mapping Technician Survey/ Mapping Technician One Man Survey Crew Two Man Survey Crew $'140.00 $110.00 $90.00 $110.00 $90.00 $110.00 $90.00 $'140.00 $200.00 Reimbursable Expenses Reproduction, printing, delivery service, and other sub consultants Cost Travel time Monumentation material and installation Hourly rate Cost City of La Quinta: Land Survey proposal for On -Call Survey Services FomoforEngineering, May 22, 2023 Page 14 of 15 4. List of Compiementary Services Offered by Proposer along with Corresponding Prices Engineering and Planning Services as noted on the previous Schedule of Hourly Rates 5. Staffing and Project Organization Staff is structured as below. Direction is given descending and quality control and inhouse review is perform ascending as portions of the project are completed. 14 Cky of La Quinta.- Land Survey proposal for On -Gal! Survey Services Fomotor Engineering, May 22, 2023 Page 15 of 15 6. Subcontracting Services No subcontracting services proposed. 7. Disclosures We affirmatively state there is no negative history. 8. Acknowledgement of Insurance Requirements(Attachment 2) See Attached 9. Non -Collusion Affidavit Attachment See Attached 10. Acknowledgement,of„Addenda (Attachment 4) See Attached 15 t(V QW�(& ATTACHMENT 2 INSURANCE REQUIREMENTS ACKNOWLEDGEMENT Must be executed by proposer and submitted with the proposal I, _i_ �%, �V 0 1-- 0 i"`t( — (name) hereby acknowledge and confirm: that 0�, n C (name of company) has reviewed the City's indemnification and minimum insurance requirements as listed in Exhibits E and F of the City's Professional Services Agreement (Attachment 1); and declare that insurance certificates and endorsements verifying compliance will be provided if an agreement is awarded. IFTi (Title) of FD V O -m N C . (Company) 45 Commercial General Liability (at least as broad as ISO CG 0001) $1,000,000 (per occurrence); $2,000,000 (general aggregate) Must include the following endorsements; General Liability Additional Insured General Liability Primary and Noncontributory Commercial Auto Liability (at least as broad as ISO CA 0001) $1,000,000 (per accident) Personal Auto Declaration Page if applicable Errors and Omissions Liability $1,000,000 (per claim and aggregate) Worker's Compensation (per statutory requirements) Must include the following endorsements: Worker's Compensation Waiver of Subrogation Worker's Compensation Declaration of Sale Proprietor if applicable 45 L:Al.11�i., lt}�Ih ATTACHMENT 3 NON -COLLUSION AFFIDAVIT FORM Must be executed by proposer and submitted with the proposal I, t l D o's (name) hereby declare as follows: lam C � (Title) of SNC (Company) the party making the foregoing proposal, that the proposal is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the proposal is genuine and not collusive or share; that the proposer has not directly or indirectly induced or solicited any other proposer to put in a false or sham proposal, and has not directly or indirectly colluded, conspired, connived, or agreed with any proposer or anyone else to put in a sham proposal, or that anyone shall refrain from proposing; that the proposer has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the proposal price of the proposer or any other proposer, or to fix any overhead, profit, or cost element of the proposal price, or of that of any other proposer, or to secure any advantage against the public body awarding the agreement of anyone interested in the proposed agreement; that all statements contained in the proposal are true; and, further, that the proposer has not, directly or indirectly, submitted his or her proposal price or any breakdown thereof, orthe contents thereof, or divulged information or data relative hereto, or paid, and will not pay, any fee to any corporation, partnership, company, association, organization, proposal depository, or to any member or agent thereof to effectuate a collusive or sham proposal. I declare under penalty of perjury uncle ws o tate of California that the foregoing is true and correct. Proposer Signature: _ -- Proposer Name_ kL Proposer Title: Company Name: G Address: 2 S S, Cc L) L'C' 0 TC: 46 V. (.:A UFUit UL ATTACHMENT 4 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA Must be executed by proposer and submitted with the proposal; If no addenda has been issued, mark "NIA" under Addendum No. indicating Not Applicable and sign ADDENDUM NO. SIGNATURE INDICATING RECEIPT 47 CORNER RECORD Agency Index CR190334_. Document Number �7AZ O - 01W City of CATHEDRAL CITY County of RIVERSIDE California Brief Legal Description CENTERLINE OF RANCHO VISTA AND SECTION LINE ALONG DATE PALM DRIVE SHOWN ON MB 22139 SEC. 21 T45, U5r CORNER TYPE COORDINATES (Optional) ❑ Government Corner ❑ Control ❑ Meander Property •-----•--- -------- N. Elevation E. Units ❑ Metric tXt U.S. Survey Foot I X ❑ Rancho ❑ Other Horizontal Datum j x x Zone Epoch hate _......._ ... X X Date of Survey June 10, 2019 Vertical Datum ❑ Complies with Public Resources Cede§§88Q1-88 F9 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 0 87135(d) ❑ 8771 ❑ 8773 ❑ Other: Cornerl ❑} Left as found ❑Established 0 Rebuilt 0 Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced © Past -Construction Narrative of corner identified and monument as found, set. reset. replaced, or removed; 0 See sheet #2 for descripkion(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Sao yrars�Act on Juste 10, 2019 Signed-- P.L.S. or R.C.E. No_ LS 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined and filed V Signed _ - - P,L-& or R.C.E. No. Q Title L7 0 County Surveyor's C meet BPELSG•2016 Page? ! of 2 0 V PHILLIP K. MMal-QR No. 7070 4 �rE OF GP��•��0� SND Q )> No. M88 !�!! u�. Exp. 12-34-2o I uuuument Ivujnr-)er 4u4u W U lav 2 11/2" BRASS DISK FLUSH STAMPED "RM 1/4 63.1' TO COR. 2006" PER GLO FIELD NOTES. LEAD AND TACK IN CURB------__ PER GLO FIELD NOTES. _ 33RD AVENUE [48.91']M6 FOUND 3/4" I.P. TAGGED RCE a 23256 DOWN 1.75' PER PMB o 189/40-41. RESET VIP fP PLUG LS 7070 DOWN 0.1'. 32.70' N89' 41 '49"E 450.07' SET NAIL AND (N89'45'20"E 450.00' TAG W.C. LS 34/78. 7070 ON TOP VIA EYTEL OF WALL. FO. X ON EC. E.C. CURB. CURB NO REF. 48.81' SET TAG W.C. LS FD, X ON B.0 7070_, CURS NO REF. 1 48.79 SET TAG W.C. IS SET "X" ON TOP LS 7070. OF FIRE HYDRANT. o B.0 CURB € rn 73.09') (D 68.02' is Lo LLi > N89'40'50"E 450.11' � (N89'42'30"E 450.00' 34/78. 7070 FLUSH. . ORTEGA ROAD( a E.C. CURB. E3 �' FD, 1 1/12" COPPER > w WELD STAMPED LS O o 18501 FLUSH NO REF. _ m a SET NAIL AND TAG - 7 F40 0 o W.C. LS 71770 ON z o B.0 CURB 450.00')— LO (D 68.02' SET NAIL AND TAG W. C_ LS 7070 ON TOP OF WALL. 51.85' -- SET GEAR SPIKE "TAGGED LS 7070 FLUSH. �n X ON TOP I FD(N59'3B',39"E RE HYDRANTB TAGGED LS 34/78. 7070 FLUSH. 47.9 5' W.C. LS 7070 ON E.C. CURB. AIL ROAD '-88.79' E ON PP. SET NAIL AND 'IM&R CH_A ROAG TAG W.C. LS 450.1fiD5"E m Q CURS. 450.00')— LO co [ ) INDICATES RECORD DATA PER SEQ 21to MB 22/39. m [ ]INDICATES RECORD DATA PER < Z [78.08']M&F FD. BENCHMARK CATHEDRAL- \ CITY 1208 1996 ON TRAFFIC BOX PER GLO FIELD NOTES. DINAH SHORE (34TH AVENUE SE'Co Cho 111.5$'1 FD. NAIL AND TAG LS 8231 ON -/ CURB NO REF. Agency index CR190334 63,031MR A,_—LM AND TACK IN CURB PER GLO FIELD NOTES. [69.96']M&R SET 1 " I.P. PLUG I LS 7070 FLUSH. SECTION LINE SET GEAR SPIKE TAGGED LS 7070 FLUSH. E SET NAIL AND TAG W.C. LS 7070 ON MEDIAN CURB. - SET NAIL AND TAG W.C. LS 7070 ON EAST 5113E CURB. ,_r-- SECTION LINE SET GEAR SPIKE TAGGED LS SCALE 1 "-250' 7070 FLUSH. SET NAIL AND TAG W.C. LS 7070 ON E.C. CURB. '-88.79' ,,,--80-42' SET NAIL AND TAG W.C. LS x.,7070 ON B.0 m Q CURS. SURVEYOR'S NOTES z of ci W [ ) INDICATES RECORD DATA PER 3r) � J MB 22/39. m [ ]INDICATES RECORD DATA PER < Z GLO FIELD NOTES CA -R-0616 o a a PAGES 57-60. oo LLI € INDICATES RECORD DATA PER N r�Jr o > W TS 34/78. °' zp p a) BASIS OF BEARINGS SET GEAR SPIKE THE BEARINGS SHOWN HEREON ARE TAGGED LS 7070 BASED ON THE BEARING K920'00"W. FLUSH. BEING THE SECTION LINE ALONG DATE x58.27' PALM PER MB 22/39. SET NAIL AND TAG W.C. LS 7070 ON FAST SIDE CURB. 68.14' --SECTION LINE /-SET GEAR SPIKE TAGGED LS 7070 FLUSH. FD. NAIL AND TAG LS 8231 ON CURB NO REF. —101.79' SEC., 22 �[l 18.21 '] M&R FD. BENCHMARK RANCHO MIRAGE RM01 PER GLO FIELD MOTES. SEQ loll BPELSG-2075 page 2 02 Fomotor Engineering Page 1 of 2 5/23/2023 GRADE SHEET !"1 11 Onsite curb and gutter L��J�■�. 1� OTO R Date: 11011=014 CIVIL ENGINEERS -LAND PLANNERS -SURVEYORS Prepared by: MWH NOTE: CONTRACTOR TO USE A MINLIMUM OF THREE STAKES TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION CURB FACE Stake Pt# OFFSET DESIGN ELV. TG HUB ELV. Coat Fill DESCP. 58949 3 484.03 483.04 0.99 58954 3x3 483.92 483.22 0.70 ANG PNT 58951 3 483.94 483.18 0.76 INTERSECTION 58952 3 483.98 483.23 0.75 ANG PNT 58957 3 483.88 483.17 0.71 ANG PNT 58959 2.5 483.58 482.79 0.79 EC EAST 58960 2.5 483.55 482.79 0.76 BC NORTH 58961 2.5x2.5 483.52 482.85 0.67 ANG PNT 58962 2.5 483.60 483.01 0.59 END 58963 3 483.49 482.82 0.67 END 58964 3 483.60 483.00 OM GB 58955 3 483.75 483.07 0.68 ANG PNT 58966 3 483.75 483.10 0.65 ANG PNT 58967 3 483.70 483.13 0.57 58968 3 483.65 483.06 0.59 GB 58969 3 483.59 483.11 0.47 58970 3 483.54 482.96 0.57 58971 3 483.48 483.08 0.41 GB 58972 3 483.29 482.85 0.44 58973 3 483.08 482.82 0.26 58974 3 482.92 482.37 0.55 ANG PNT 58975 3 482.92 482.30 0.62 ANG PNT 58976 2.5 482.63 482.68 0.05 BC 58977 2.5 482.56 482.58 0.12 EC 58979 2.5x2.5 4$2.51 482.19 0.32 ANG PMT 58980 3 482.46 482.29 0.16 MOC 58981 4 482.40 482.38 0.02 BC 58982 3 482.69 481.94 0.75 58983 1.5 482.87 482M 0.87 EC WEST 58984 1.5 482.84 482.00 0.84 BC EAST 58985 1.5 483.01 482.03 1 0.98 BC WEST 58986 1.5 482.98 482.03 1 0.95 EC EAST 58987 2.5 482.98 482.22 0.76 BC 58988 2.5 483.19 482.22 0.97 EC 58989 2.5 483.47 482.91 0.56 ANG PNT 58990 2.5 483.47 483.02 0.45 ANG PNT 58991 2.5 483.48 483.05 0.43 GB 58992 2.5 483.50 482.99 0.51 END 58993 3 483.51 483.15 0.36 END 58994 3 483.54 483.11 0.43 GB 58995 3 483.57 483.08 0.49 ANG PNT 58996 3 483.57 483.01 0.56 ANG PNT 5$997 3x3 483.53 482.96 0.57 ANG PNT 58998 3 483.56 482.94 0.62 ANG PNT 58999 3 1 483.56 482.92 0.64 ANG PNT Fomotor Engineering Page 1 of 2 5/23/2023 Fomotor Engineering Page 2 of 2 5123/2023 GRADE SHEET i Onsite curb and gutter � " ��� Date: 1011312014 CIVIL ENGINEERS -LAND PLANNERS -SURVEYORS Prepared by: MWH NOTE: CONTRACTOR TO USE A MINUMUM OF THREE STAKES TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION CURS FACE Stake Pt# OFFSET DESIGN ELV. TC HUB ELV. Cut Fits DESCP. 59000 3x3 483.52 482.98 0.57 ANG PNT 59001 3 483.62 483.07 0.55 59002 3 483.71 483.31 L 0.40 ANG PNT 59003 3 483.71 483.29 1 0.42 ANG PNT 59004 2.5 483.57 482.71 0,86 EC NORTH 59005 2.5 483.41 482.71 0.70 BC WEST 59006 2 483.46 482.93 0.53 5C WEST 5900'7 2 483.55 482.85 0.70 MDC 59008 2x2 483.64 482.85 0.79 ANG PNT 59009 3 483.71 482.85 0.85 END 59010 15 482.78 15 -RAD POINT 59011 3 483.76 482.73 1.04 END 59012 3X3 483.74 482.77 0.97 ANG PNT 59013 3 483.79 482.77 1.02 MOC 59014 3 483.83 482.76 1.07 BC SOUTH 59015 3 483.84 482.76 1.08 ENi7 59078 2.5X2.5 482.53 482.34 0.19 ANG PNT V -GUTTER Stake Pt# OFFSET DESIGN ELV.(Fl) HUB ELV. Cut Fill DESCP. 58383 5 482.87 483.18 0.31 ENI] 58384 5 483.00 483.16 0.16 GB 58385 5 482.91 482,95 0.05 583861 5 482.81 483.64 0,83 GB 58387 5 482.88 483.18 0.30 58388 5 482.95 483.40 0.45 GB 58389 5 482.83 483,46 0.63 58399 5 482.70 483.01 0.31 58391 5 482.58 482.84 0.26 GB 58392 5 482.69 482,98 0.29 58393 5 482.79 482.98 0.19 58394 5 482.90 482.81 0.09 GB 58395 5 482.79 482.84 0.05 58396 5 482.68 482.87 0.19 GB 583971 5 1 482.77 482.93 0.17 58398 5 482.85 482.83 0,02 GB 58399 51 482.76 482.80 0.04 END Fomotor Engineering Page 2 of 2 5123/2023 BUDDY ROGERS,AVENUE (2ND STREET) A�, F,FS CIN N I I ,_'Ohl 1 10 :' i 1 1 J!(V I NhA tV 111 111"11; A LTA/N"PS LANU A w TITLE SURVEY HAHUEL 31 PARCEL zi PAPC: 6 PARCEL 7 N:_ N E N,- B) R AR '2 Ji w PER TITLE PER T17 PER TITLE PER TIT LE PARCE L 9 P�p TITLE Vw=I, I iV -m Al L PARCEL 5 DARCEL 8 ILL, I 1 111.111 PER TITLE PER TITLE "`-PARCEL 54 SEG. I'D" PER TITLE J, -k PFR C L 54 SEG. C PER TITLE HILLERY FRY ROAD OST STREET) OT MB 13/24-26) 'OR, L I - 1, 11 7—, I. LRlJ, 4 z '9' M, PARCEL 276, (CASDAINT) 7 IV, 17 "PARCEL 30 PARCEL 23 PER TITLE PER TIT-- PARCEL 27 =Z', :=Z' _7 PER TITLE f r, 2 X , Z� PARCEL 25 PARCEL 26 PARCEL 29 W, PER TITLE PER TITLE PER TITLEI IzT� UJ - PARCEL 2z PARCEL 28 PER TITLE 0'. � PER T ITLE Z G.BET 4, zzz= PARCEL 59 Stc. 3 PER P -P F (FDR, LOT J M3 3/24-26) J 7 -CAL _S' PARCEL I 55ALLicb -'J4 IVT I Q; IV 11 1 —1 PER TITLE EA NOTES 79 62 SLIRVEYORIS NoTrs WAVeYORS STAIEAIENT PARCEL 56 PARCEL 57 PARCEL 58 L rA �i IT, PER TITLE PER TITLE PER TITLE 2 100 1A1— C�l PRELIMINARY TI, 1.GlE 2E -C L I Awov FOMOTOR T TLE ��,UFIVF'� ENGINEERING Al T/ I Zi� 2 -,F FIMION C1 THL U��T E� 1 33 T.5Z 5,P,V 'Vi- 7 �1_ 1&4= PARCEL 59 SEG EP PTLF (PC, LOT C" MB /2. 6) SHEET - ?ER rit_E:-pAFC£t C IV, C i -"- d - 5CG 4 P -;TU wbl -.x:c .,«... ��, ✓ (LOT S /2 AFLOT E MD 13 2 P26)hL' O , N' / 4 <6` wmp STREET $ g �, 'e.<ew t ^E >-„ i iC yr 4---4._._ _..__.._ _ `\, c ce "a• veu oc _` __ _1 ... _ _ r,. ., 3 '` � - s. c, --- _.-- ao. --. � �.._ '�_=�+.1 �1� ..,R.� i •` I _ '�--:� r �. _.w:.� LE ? 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