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Home My WebLink About2015-090Board of County Commissioners Administration - Building A ' 1801 27th Street Vero Beach, Florida 32960 Telephone: (772) 567-8000 FAX: 772-778-9391 Project: 49th Street — (58th Avenue to 31st Avenue) Topographic Design Survey IRC Project No. 1414 WORK ORDER NO. 3 (Engineering/Surveying) FOR PROFESSIONAL SERVICES AGREEMENT ANNUAL SURVEYING and MAPPING SERVICES WITH Carter Associates, Inc. In accordance with Contract No. 1333 2014-2015 This Work Order No. 3 is in accordance with the existing AGREEMENT dated October 1, 2013, and renewed on October 17, 2014 between Carter Associates, Inc , (SURVEYOR) and Indian River County (COUNTY) SECTION I — PROJECT LIMITS This Work Order No. 3 is for the SURVEYOR to perform all related field and office surveying and mapping services in connection with the preparation of a topographic design survey for a portion of 49th Street. The survey will begin at the intersection of 58th Avenue and 49th Street and extend east along 49th Street to the intersection of 49th Street and 31St Avenue SECTION II - SCOPE OF SERVICES As agreed upon between SURVEYOR and COUNTY, the SURVEYOR shall provide Professional services to complete all tasks as outlined in this Work Order No. 3; specifically detailed in the attached proposal Exhibit A. SECTION III — TIME FOR COMPLETION & DELIVERABLES/WORK PRODUCT 1. Project shall be completed as follows: a 100% "Paper" review submittal (final review prior to request for final deliverables) shall be made within 60 calendar days of receipt of Notice to Proceed for review by County Staff prior to preparing the final submittal package b. Time of FINAL project completion shall be within 10 calendar days of receipt of the County's review comments from the 100% "Paper Submittal" C:\Users\sybilw.CAI\AppData\Local\Microsoft\Windows\Temporary Internet Files\OLKC7A2\IRC CARTER WO No 3 04-09-15.doc IRC Work Order No.3 Carter Associates, Inc. May 5, 2015 Page 2 of 3 2 Deliverables -The SURVEYOR shall provide the COUNTY: a. 100% Phase Submittal for COUNTY review and comment. All submittals shall include one (1) paper "hardcopy" along with Autocad files and an ASCII file for all survey points COUNTY shall strive to provide review comments within 10 calendar days of the preliminary submittal b. FINAL Deliverables, Four (4) paper "hardcopy" signed and sealed drawing sets. Sheeted and model space (as applicable) AutoCAD drawing file in AutoCad Civil 3D 2013, PDF formats and an ASCII file for all survey points, all electronic files to be on CD. c Survey set/sheets shall include a cover sheet with location sketch, survey certifications, and related title and project number; survey notes, legend and abbreviations and plan view sheets. d. Work product and digital versions are to be prepared and submitted so that the COUNTY or other consultants can readily use it for design and analysis of the area, as defined. It shall contain all information necessary for a third party surveyor to independently recreate or utilize the survey work It is acknowledged all final products become property of Indian River COUNTY and will be available for use by the public at Targe. e. The SURVEYOR'S work product shall meet or exceed the minimum standards defined by Sections II, III and IV or the COUNTY will not approve the SURVEYOR'S request for payment. SECTION IV — COMPENSATION The COUNTY agrees to pay, and the SURVEYOR agrees to accept, for the above described services rendered as identified in Sections I, II, and III of this Work Order No 3 for a total lump sum fee of $33,640.00 All and/or any additional services not described hereon shall be pre -approved by the COUNTY Approved additional services shall be invoiced at the rates disclosed in the approved fee schedule with the SURVEYOR for the contract year(s) of October 1, 2014 through September 30, 2015. All invoicing shall include Project Number 1414, Work Order No. 3 .(WO 3), Contract Number 1333, itemize man-hours and materials expended to complete the scope of services Payments shall be in accordance with the original Professional Surveying and Mapping/GIS Services Agreement, contract No 1333 with the COUNTY and as stated in Section II, III and IV hereon. IRC Work Order No 3 Carter Associates, Inc. May 5, 2015 Page 3 of 3 The AGREEMENT is hereby amended as specifically set forth herein. All remaining sections of the AGREEMENT shall remain in full force and effect, and are incorporated herein. IN WITNESS WHEREOF the parties hereto have executed these presents this 5th day of May 2015. OWNER BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA Wesley S. Davis, Chairman Approved by'BCC May 5, 2015 '�ori�ii�SS•. Carter Associates, Inc. David E. Luethje, Vice President • •'A�vER COON ATTEST: Jeffrey K. Smith, Clerk of Circuit Court and Comptroller Approved as to Form and Legal fficiency. lan Rein old, C Attorney c os /. air , COUNTY Administrator p Witnessed by: (Pr k ed name) PROPOSAL - EXHIBIT "A" WORK ORDER NO. 3 (Engineering/Survey) Continuing Professional Surveying & Mapping/GIS Services, Contract 1333, 2014-2015 Indian River County Project No. 1414 CARTER ASSOCIATES, INC. Consulting Engineers & Surveyors 1708 21 st Street Vero Beach, FL 32960 772-562-4191 772-562-7180 Fax CLIENT CAI JOB NO.:" 15-283S INDIAN RIVER COUNTY BILLING ADDRESS: Surveying and Mapping Department 1801 27th Street Vero Beach, Florida 32960 PHONE # (772) 226-1386 FAX # CELL # PROJECT LIMITS feet; and,April (I.R.F.W.C.D.) Sub -Laterals A-8 21 & 22, Township 32 South, . DATE ORDERED: 3, 2015 49th Street (Lindsey Road).— ± 9,500 Indian River Farms Water Control District & H-2 Canals, Services performed within parts of Sections Range 39 East, Indian River County, Florida ..-- •- - - - - - -- - - EST. COMPLETION DATE See Below .n ._ - ORDERED BY: David Schryver, PSM TAKEN BY: David E. Luethje, PSM COST: - $ 33,640.00 LEGAL DESCRIPTION (Lot, Block, SID/Sec-Twp-Rge):, _ Part of Sections 21 & 22, Township 32 South, Range 39 East, Indian River County, Florida. PROPERTY STREET ADDRESS: -` 49th Street (Lindsey Road) — 58th Avenue East to 31st Avenue (13/4 Mile) SERVICES TO BE PERFORMED: - See Sheets 2-6 for Scope, Completion, Deliverables and Compensation J'\SURVEY WORK AUTHORIZATIONS\IRC Survey 2014-2015\15-283S_IRC_49th St - 58th Ave E to 31st Ave WO.doc 1 of 6 PROPOSAL - EXHIBIT "A" Continued WORK ORDER NO. 3 (Engineering/Survey) Continuing Professional Surveying & Mapping/GIS Services, Contract 1333, 2014-2015 CAI Job. No. 15-283S IRCounty Project No. 1414 IRCounty Contract No. 1333 IRC Work Order No. 3 Project Limits: Main Corridor 49th Street (Lindsey Road) — From 100 feet west of the intersection with Kings Highway (58th Aveneue) easterly to 100 feet east of the intersection with 3151 Avenue Indian River Farms Water Control District (I.R.F.W.C.D.) Sub Lateral A-8 and H-2 Canals — From 100 feet west of Kings Highway (58th Avenue) east to intersection with IRFWCD Lateral H Canal Side Streets Kings Highway (58th Avenue) — 100 feet north and south of the intersection with 49th Street 31St Avenue - 100 feet north of the intersection with 49th Street 32°d Avenue - 100 feet south of the intersection with 49th Street 33`d Avenue - 100 feet north and south of the intersection with 49th Street 34th Avenue - 100 feet south of the intersection with 49th Street 35th Avenue - 100 feet south of the intersection with 49th Street 38th Circle - 100 feet south of the intersection with 49th Street 40th Avenue - 100 feet south of the intersection with 49th Street 43`d Avenue - 100 feet south of the intersection with 49th Street 47th Court - 100 feet south of the intersection with 49th Street 49th Street North (?) - 100 feet north of the intersection with 49th Street 50th Drive - 100 feet south of the intersection with 49th Street 51St Ave - 100 feet south of the intersection with 49th Street 51St Court - 100 feet north of the intersection with 49th Street I.R.F.W.C.D. Lateral H Canal — 100 feet north and south of the intersection with 49th Street Services performed within parts of Sections 21 and 22, Township 32 South, Range 39 East, Indian River County, Florida. J \SURVEY WORK AUTHORIZATIONS\IRC Survey 2014-2015\15-283S_IRC 49th St - 58th Ave E to 31st Ave WO doc 2 of 6 Project Scope: The Surveyor shall provide Professional Land Surveying services to include the following: I. Horizontal and Vertical Control -field establish horizontal and vertical control along the subject roadway right of way and I.R.F.W.C.D. right of way route. 1. Set traverse control points along the approximate 9,500 feet of project survey route tied to Florida State Plane Coordinate System (NAD 83/2011). 2. Survey ties to the Indian River County Real -Time Kinematic Global Positioning System Control Network. 3. Permanent vertical benchmarks will be set either with a nail in tree or power pole; an "X" chiseled or "square" cut in concrete, at 1,000 feet intervals. II. Sectional Ties, Property Corners -Subdivision PRM's and Baseline Control - field observe and record property corners, sectional corners, quarter section corners, tract corners, side -street parcel corners. 1. Recover and record all associated section corners, quarter section corners, tract corners, and permanent reference monuments of adjacent platted subdivisions 2. Set control points (rebars/caps) along an offset (TBD) to the baseline of the right-of-way corridor at an interval distance not to exceed 1000 feet. III. Road Right of Way Topography — Full Topographic Survey of all above ground improvements and natural features within the Right of Way of 49th Street and associated side streets as indicated above, including the following: 1. Observe and record all paved and unpaved roads including bridge decks, curbs and lane lines. 2. Observe and record all driveways, sidewalks and landscaped areas within the right of way. 3. Observe and record all mail and news boxes. 4. Observe and record fences and / or privacy walls within 20 feet of the right of way line. 5. Observe and record any grade breaks (swales, berms, slopes, etc.). 6. Observe and record all above ground utilities (power poles, water meters, water valves, riser boxes, cleanouts, etc.). 7. Observe and record all storm water drainage structures (pipe culvert inverts, catch basins, spillways, etc.), including inverts of associated pipes outside of the right of way. 8. Observe and record all above ground visual sanitary sewer systems (gravity flow or force mains), including inverts of associated pipes outside of the right of way. 9. Observe and record all wood lines or tree lines and Oak trees 6 inches and larger within the subject right of way. (Locations of all Pine trees, Brazilian Pepper trees or cabbage palms are not included in this proposal) 10. Cross-sections will be observed at 100 foot intervals and spot elevations 20 feet either side of right of way limits. IV. I.R.F.W.C.D. Lateral H and Sub -Lateral A-8 and H-2 Right of Way Topography — Top of banks adjacent to all roads surveyed within the corridor will be located at each cross-section. A canal cross-section (top of bank, bottom of bank, toe and centerline of ditch) will be taken every 100 feet. Including the following items: 1. Observe and record all paved and unpaved roads used for access by the I.R.F.W.C.D. within the corridor. 2. Observe and record all drainage structures (pipe culvert inverts, catch basins, spillways, etc.), including inverts of associated pipes outside of the right of way. 3. All elevations will be referenced to the North American Vertical Datum of 1988 (N.A.V.D. 88) and tied to Indian River County or National Geodetic Survey (N.G.S.) benchmarks. Any Indian River County or N.G.S. benchmark within the project's corridor will be observed, recorded and indicated upon the survey. 4. The Right of Way Topographic Survey will be based upon the 1983 North American Datum (NAD83), Adjustment of 2011 and projected in the Florida State Plane Coordinate System, East Zone. All horizontal control points will be tied to the Indian River County Real -Time Kinematic Global Positioning System Control Network. J \SURVEY WORK AUTHORIZATIONS\IRC Survey 2014-2015\15-283S_IRC 49th St - 58th Ave E to 31st Ave WO doc 3 of 6 V. Computations and Drafting - Road and I.R.F.W.C.D. Right of way Topography Maps: 1. Data reduction, computation/verification of right of way limits (as furnished), horizontal and vertical control, computation and ties to sections, tracts and / or adjacent parcels. 2. Drafting of topographic right-of-way maps depicting the existing road right of way of a portion of 49th Street and associated side streets described above. (No title work, review or research included). 3. Data reduction, computation of right of way limits, horizontal, vertical control and drafting of I.R.F.W.C.D. right- of-ways depicting the existing specific features and cross section transects requested of a portion of the Indian River Farms Water Control District Lateral H Canal and Sub -Lateral A-8 and H-2 Canals. General Information: 1. Indian River County to furnish boundary surveys, recorded plats, Right of Way Maps and/or relevant information helpful to the positioning of the project from Indian River County files. 2. If required — Indian River County will provide owner/encumbrance and title search reports of adjacent parcel bordering and/or within the established limits along the corridor. 3. If required — Indian River County Surveying Division will coordinate and/or notify adjacent parcel owners along the specific route of the possible commencement dates of survey services and, if necessary, the possible access by the contractor to the respective adjacent parcels to perform their duties. Deliverables: 1. Four signed and sealed Topographic Surveys to meet and/or exceed the requirements for the Standards of Practice (Chapter 5J-17) per Florida Administrative Code. 2. An AutoCAD electronic file (in AutoCAD Civil 3D 2013) on C.D. or D.V.D. 3. A PDF of the survey including sheets with CAI border on C.D. or D.V.D. 4. A 100% paper submittal will be furnished within sixty (60) calendar days from the notice to proceed. Compensation: Payments shall be in accordance with the original Professional Surveying and Mapping/GIS Services Agreement, Contract No. 1333 with Indian River County. I. Horizontal and Vertical Control — Field Surveyor I 2 hours @ $140.00/hr $ 280.00 Surveyor I1 4 hours @ $125.00/hr $ 500.00 3 -Man Survey Crew 20 hours @ $130.00/hr $ 2,600.00 Geodetic Processing 2 hours @ $140.00/hr Total I $ 280.00 $ 3,660.00 J \SURVEY WORK AUTHORIZATIONS\IRC Survey 2014-2015\15-283S_IRC_49th St - 58th Ave E to 31st Ave WO.doc 4 of 6 II. Sectional Ties, Property Corners -Subdivision PRM's, IRFWCD R/W and Baseline Control - Field Surveyor I 2 hours @ $140.00/hr $ 280.00 Surveyor H 6 hours @ $125.00/hr 3 -Man Survey Crew 24 hours @ $130.00/hr Geodetic Processing 3 hours @ $140.00/hr Total II $ 750.00 $ 3,120.00 $ 420.00 S 4,570.00 III. Road Right of Way Topography — Field Surveyor H 16 hours @ $125.00/hr $ 2,000.00 3 -Man Survey Crew 64 hours @ $130.00/hr $ 8,320.00 Geodetic Processing 8 hours @ $140.00/hr Total III $ 1,120.00 $ 11,440.00 IV. I.R.F.W.C.D. Lateral and Sub -Lateral Right of Way Topography — Field Surveyor II 6 hours @ $125.00/hr $ 750.00 3 -Man Survey Crew 24 hours @ $130.00/hr $ 3,120.00 Geodetic Processing 3 hours @ $140.00/hr Total IV $ 420.00 $ 4,290.00 V. Computations and Drafting - Office Surveyor II 16 hours @ $125.00/hr $ 2,000.00 CAD Technician I 96 hours @ $80.00/hr Total V $ 7,680.00 $ 9,680.00 TOTAL I — V $33,640.00 Lump Sum Fee l \SURVEY WORK AUTHORIZATIONS\IRC Survey 2014-2015\15-283S_IRC_49th St - 58th Ave E to 31st Ave WO doc 5 of 6 INDIAN RIVER COUNTY PROFESSIONAL SURVEYING AND MAPPING / GIS SERVICES CONTRACT 1333 — OCTOBER 1, 2014 —SEPTEMBER 30, 2015 FEE SCHEDULE OFFICE: Surveyor I (Director / P.S.M.) Surveyor II (Project Manager / P.S.M.) CADD Technician I (Senior Survey Technician) CADD Technician II (Cadd/Processing) Geodetic Processing GIS Technician / Analyst Word Processing (Administrative Assistant (Research - Clerical) FIELD: 3 -Man Survey Crew 2 -Man Survey Crew $140.00 $125.00 $ 80.00 $ 70.00 $140.00 $105.00 $ 40.00 $130.00 $120.00 SPECIALIZED EQUIPMENT: 12' Airboat $1,000/Day All Terrain Vehicle (ATV) $300/Day Swamp Buggy $800/Day ANTICIPATED REIMBURSABLE EXPENSES: Postage, Express Mail, etc. Blueprints/Blackline (24"x36") Mylar Photocopies: 8.5" x 11" 8.5" x 14" 11" x 17" Concrete Monuments Rebar Laths Sub -Consultants David E. Luethje, PSM Date Cost $2.00 Ea. $7.00 Ea. $0.15/Ea. $0.25/Ea. $0.35/Ea. $15.00/Ea. $ 2.50/Ea. $ 0.75/Ea. Cost + 10% J\SURVEY WORK AUTHORIZATIONS\IRC Survey 2014-2015\15-283S_IRC_49th St - 58th Ave E to 31st Ave WO doc 6 of 6