HomeMy WebLinkAbout2015-072,.r
Board of County Commissioners
Administration - Building A
1801 27th Street
Vero Beach, Florida 32960
Telephone: (772) 567-8000 FAX: 772-778-9391
Project:
74th Avenue — Oslo Road to 12th Street
Topographic Design Survey
Indian River County Project No. 1417
WORK ORDER NO. 2 (Engineering/Surveying)
FOR
PROFESSIONAL SERVICES AGREEMENT
ANNUAL SUERVEYING and MAPPING SERVICES
WITH
Carter Associates, Inc
In accordance with Contract No 1333 2014-2015
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This Work Order No. 2 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. 2 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 74th Avenue The survey will begin at the intersection of Oslo Road and 74th Avenue
and extend north along 74th Avenue to the intersection of 74th Avenue and 12th Street.
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. 2; 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 75 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".
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15.doc
IRC Work Order No 2
Carter Associates, Inc.
April 7, 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 Civil 3D release
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 large.
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. 2 for a total lump
sum fee of $56,780 00
All and/or any additional services not described hereon shall be pre -approved by the
COUNTY. Approved additional services shall. be invoiced at the rates disclosed in the
approved fee schedule with the SURVEYOR for the contract year(s) of October 1, 2014
through September 30, 2015
All invoicing shall include Project Number 1417, Work Order No 2 (WO 2), Contract Number
1333, itemize man-hours and materials expended to complete the scope of services Payments
shall be in accordance with the original Professional Surveying and Mapping/GIS Services
Agreement, contract No. 1333 with the COUNTY and as stated in Section II, III and IV hereon
IRC Work Order No 2
Carter Associates, Inc.
April 7, 2015
Page 3 of 3
The AGREEMENT is hereby amended as specifically set forth herein All remaining sections of
the AGREEMENT shall remain in full force and effect, and are incorporated herein
IN WITNESS WHEREOF the parties hereto have executed these presents this 14th day
of _ April 2015
OWNER
BOARD OF COUNTY COMMIS,SI9
INDIAN RIVER COUNTY, Fk-C; 5
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(Signature) t 150 > r
Wesley.S. Davis, Chairmai♦*`cTM F.D.$pf
Approved by BCC April 14, 2015
Carter Associates, Inc.
ATTEST:
Jeffrey K. Smith, Clerk of Circuit Court and
Comptroller
David E. Luethje, Vice President
Witnessed by:
&Mt. &MOO talV1
Deputy Clerk(Signatu Miy L . Pursel
Approved as to Form and Legal Sufficiency:
st
Dylan Reingold
Dylan ReingId, • UNTY Attorney (Printed name)
caw
osep h t . Baird, COUNTY Administrator
PROPOSAL - EXHIBIT "A"
Continued
WORK ORDER NO. 2
(Engineering/Survey) Continuing Professional Surveying & Mapping/GIS Services,
Contract 1333, 2014-2015
CAI Job. No. 15-234S
IRCounty Project No. 1417
IRCounty Contract No. 1333
IRC Work Order No. 2
Project Limits:
Main Corridor
74th Avenue — From 1,000 feet south of Oslo Road to 4`l' Street and from 100 feet south of the south line of Tract 9,
Section 12, Township 33 South, Range 38 East, to 400 feet north of 12th Street. (+/- 11,300 feet)
Indian River Farms Water Control District (I.R.F.W.C.D.) Lateral C Canal — From 1,000 feet south of Oslo
Road to 4th Street and from 100 feet south of the south line of Tract 9, Section 12, Township 33 South, Range 38 East, to
the south right of way line of the Main Canal (+/- 10,300 feet)
I.R.F.W.C.D. Main Canal — From the East right of way line of the Range Line Canal, to the intersection of the south
right of way line of 12th Street and the North right of way line of the Main Canal. (+/- 800 feet)
I.R.F.W.C.D. Range Line Canal — From the Intersection of the East right of way line of the Range Line Canal and
the North right of way line of the Main Canal to 400 feet north of 12th Street. (+/- 600 feet)
Side Streets and Sub -Lateral Canals
Oslo Road — 1,000 feet East and West of 74th Avenue (2,000 feet)
I.R.F.W.C.D. Sub -Lateral C-4 Canal — 1,000 feet west of 74th Avenue (1,000 feet)
I.R.F.W.C.D. Sub -Lateral B-7 Canal — 1,000 feet east of 74th Avenue (1,000 feet)
I.R.F.W.C.D. Sub -Lateral C-3 Canal — 200 feet west of the West right of way line of 74th Avenue (200 feet)
I.R.F.W.C.D. Sub -Lateral C-2 Canal — 200 feet west of the West right of way line of 74th Avenue (200 feet)
12th Street — From 1,000 feet west of 74th Avenue, to the intersection of the South right of way line of 12t Street and the
North right of way line of the Main Canal. (1,900 feet)
I.R.F.W.C.D. Sub -Lateral R-1 Canal — 1,000 feet west of 74th Avenue (1,000 feet)
Services performed within parts of Sections 12, 13, 24, 25, Township 33 South, Range 38 East and Sections 7, 18, 19, 30,
Township 33 South, Range 39 East, Indian River County, Florida.
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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 15,200+/- 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 - west of Lateral "C" Canal.
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 Ultimate Right of Way along 74th Avenue, 12th Street and 4th Street associated side
roadways 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, tree lines and Oak trees 6 inches and larger within the subject right of way.
(Locations of 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 and Sub -Lateral Right of Way Topography — Top of banks adjacent to all
roads surveyed within the corridor will be located at each cross-section. A one-half (1/2) canal cross-section
(west top of bank, bottom of bank, toe and centerline of ditch) will be taken every 500 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. For the I.R.F.W.C.D. Sub -Lateral Canals C-2 and C-3, observe and record cross-sections at 100 foot intervals.
4. For the I.R.F.W.C.D. Lateral C Canal (northeast direction); observe and record cross-section at the P.T. as
indicated on furnished aerial map CR -SECT 'A' and at the most northerly tangent section before the canal ties
into the Main Canal as indicated on furnished aerial map CR -SECT `B'.
5. For the I.R.F.W.C.D. Main Canal; observe and record cross-section at the P.C. for the curve to the North as
indicated on furnished aerial map CR -SECT 'C' and at the intersection of the South right of way line of 12th Street
and the North right of line of the Main Canal as indicated on furnished aerial map CR -SECT
6. 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.
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7. The Right of Way Topographic Survey will be based upon the 1983 North American Datum (NAD83), 2011
adjustment 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.
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 and ultimate right of way, as
provided, of a portion of 74th avenue, Oslo Road/9th Street SW, 12th street and 4th street and existing above ground
features (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-way depicting the existing specific features and cross section transects requested of a portion of the Indian
River Farms Water Control District Lateral `C'/Range Line Canal, Main Canal, Sub -lateral Canal 1B7', `C2' `C3',
C4', and 'RP canals all within parts of Sections 12, 13, 24, 25, Township 33 South, Range 38 East and Sections
7, 18, 19, 30, Township 33 South, Range 39 East, Indian River County, Florida.
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. 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 (version to be determined prior to final submittal) 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. 100% paper submittal within seventy-five (75) calendar days from 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
4 hours @ $140.00/hr $ 560.00
Surveyor II
12 hours @ $125.00/hr $ 1,500.00
3 -Man Survey Crew
40 hours @ $130.00/hr $ 5,200.00
Geodetic Processing
4 hours @ $140.00/hr
Total I
$ 560.00
$ 7,820.00
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II. Sectional Ties, Property Corners -Subdivision PRM's and Baseline Control - Field
Surveyor I
4 hours @ $140.00/hr $ 560.00
Surveyor II
32 hours @ $125.00/hr
3 -Man Survey Crew
32 hours @ $130.00/hr
Geodetic Processing
4 hours @ $140.00/hr
Total II
$ 4,000.00
$ 4,160.00
$ 560.00
$ 9,280.00
III. Road Right of Way Topography — Field
Surveyor II
16 hours @ $125.00/hr $ 2,000.00
3 -Man Survey Crew
140 hours @ $130.00/hr $ 18,200.00
Geodetic Processing
8 hours @ $140.00/hr
Total III
$ 1,120.00
$ 21,320.00
IV. I.R.F.W.C.D. Lateral and Sub -Lateral Right of Way Topography — Field
Surveyor II
8 hours @ $125.00/hr $ 1,000.00
3 -Man Survey Crew
40 hours @ $130.00/hr $ 5,200.00
Geodetic Processing
4 hours @ $140.00/hr
Total IV
$ 560.00
$ 6,760.00
V. Computations and Drafting - Office
Surveyor II
16 hours @ $125.00/hr $ 2,000.00
CAD Technician I
120 hours @ $80.00/hr
Total V
TOTAL I — V
David E. ethje, P.S.M.
Vice -President
$ 9,600.00
$11,600.00
$56,780.00 Lump Sum Fee
ptittaf 17 Zas-
Date
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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.) $140.00
Surveyor II (Project Manager / P.S.M.) $125.00
CADD Technician I (Senior Survey Technician) $ 80.00
CADD Technician II (Cadd/Processing) $ 70.00
Geodetic Processing $140.00
GIS Technician / Analyst $105.00
Word Processing (Administrative Assistant (Research - Clerical) $ 40.00
FIELD:
3 -Man Survey Crew
2 -Man Survey Crew
$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. Cost
Blueprints/Blackline (24"x36") $2.00 Ea.
Mylar $7.00 Ea.
Photocopies:
8.5" x 11" $0.15/Ea.
8.5" x 14" $0.25/Ea.
11" x 17" $0.35/Ea.
Concrete Monuments $15.00/Ea.
Rebar $ 2.50/Ea.
Laths $ 0.75/Ea.
Sub -Consultants Cost + 10%
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