HomeMy WebLinkAbout2008-270IRC Work Order #7
County Road 512 Ph. 3 — RNV monumentation
September 9", 2008
Page 1 of 3
Board of County Commissioners
Administration - Building A (South)
180127th Street
Vero Beach, Florida 32960
Telephone: (772) 567-8000 FAX: 772-778-9391
Project:
Old Dixie Highway (North), US1to 69th Street
LAP Sidewalk Improvements project
Right -of -Way Mapping
Indian River County Project 0845
WORK ORDER NO. 3 (Engineering/Surveying)
FOR
PROFESSIONAL SERVICES AGREEMENT
ANNUAL SURVEYING and MAPPING/GIS SERVICES
WITH
Morgan Eklund, Inc.
In accordance with Contract No. 0725 2007-2009
This Work Order No. 3 is in accordance with the existing AGREEMENT dated November 6th
2007 between Morgan Eklund, Inc. (SURVEYOR) and Indian River County (COUNTY). This
Work Order No. 3 amends the agreement as follows:
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 Right of Way Mapping of Old Dixie Highway
(North) from US1 traveling north to 69th Avenue. Limits include all properties associated with the
project.
SECTION II - SCOPE OF SERVICES
As agreed upon between Morgan Eklund, Inc. and Indian River County, the SURVEYOR shall
provide Professional Land Surveying services to complete all tasks as outlined in this Work
Order No. 3, attached proposal Exhibit A, and Right -of -Way check list Exhibit B.
IRC Work Order #2
Morgan Eklund, Inc
Old Dixie US1-69`h st RNV Mapping
September 9'h, 2008
Page 2 of 3
SECTION III — TIME FOR COMPLETION & DELIVERABLES/WORK PRODUCT
1. Project shall be completed as follows:
a. Time of 80% - 90% PRELIMINARY review submittal shall be 120 calendar Days from
notice to proceed.
b. Time of FINAL project completion shall within 30 calendar days of receipt of the
County's review comments.
2. Deliverables -The SURVEYOR shall provide the COUNTY:
a. PRELIMINARY REVIEW. 80% - 90% product for County review and comments. One
(1) paper "hardcopy". County shall strive to provide review comments within 30
calendar days of preliminary submittal.
b. FINAL one (2) paper "hardcopy" signed and sealed sets and one (1) signed and
sealed MYLAR sets in adequate recording fashion (I. E. Borders). Sheeted and
model space (as applicable) AutoCad drawing file and PDF formats on CD.
c. Survey set/sheets shall include a cover sheet with location sketch, survey
certifications, and related title and project No; a survey notes/legend/abbreviation
sheet, survey horizontal control sheet(s), right-of-way plan view sheets and/or as
indicated in the County supplied Right -of -Way map "checklist".
d. Work Product and digital versions are to prepared and submitted so that the
COUNTY or other consultants can readily use it for the design and analysis of the
area, as defined. It shall contain all information necessary for third -party surveyor to
independently recreate and/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.
a. The SURVEYOR'S work product shall meet or exceed the minimum standards as
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 $57,320.00.
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 November 6th, 2007
through November 5th, 2009.
All invoicing shall include project number (0845), Work Order No. (WO 3), Contract Number
(0725), 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: 0725 with the COUNTY and as stated in Section II, III and IV
hereon.
Remainder of page left blank intentionally
IRC Work Order #2
Morgan Eklund, Inc
Old Dixie US1-69" st RNV Mapping
September 9", 2008
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 9th day
of Sept. 2008.
OWNER Morgan Eklund, Inc.
BOARD OF COUNTY COMMISSIONERS
INDIAN RIVER COUNTY, FLORIDA
Sandra L. Bowden;>irman
, r
Approved byBCC Seer 9, 2008
ATTEVe:..
Jeffrey�I r ertdn,`Ctrk of Circuit Court
Deputy Clerk
Approved as to Form and Legal Sufficiency:
LL,
Iliam
, COUNTY Attorney
(Printed name and • le)
CeKH �G..L i✓ l^�(�Sf ��
Witnessed by:
(Printed name)
MORGAN & EKLUND, INC.
PROFESSIONAL SURVEY CONSULTANTS
August 15, 2008
Indian River County
Attn: Mr, Michael O'Brien, P.S.M.
1801 27th Street
Vero Beach, Florida 32960
EYU%g%z A
RE: Right -Of -Way Location Survey Along Old Dixie Highway from US 1 North to 69" Street
(4 miles +±
Project Limits:
Entire Right -of --Way of Old Dixie Highway from US 1 thru and 100' beyond 69th Street. Includes
all side streets, Rights -of --Way, alleys etc. to a minimum of 100' beyond (east and west) of Old
Dixie Highway existing Right -of --Way.
Dear Mr. O'Brien:
Morgan & Eklund, Inc. is pleased to provide you with the following proposal to provide right-of-way
mapping for the above -referenced project.
Based on the information provided, I understand the scope of work to include the following tasks:
• Proect is to (at a minimum) adhere to County Supplied EXIIIBIT "B" Old Dixie Hwy —US Ito
69 Street Indian River County Right -of -Way Map Checklist.
• Establish horizontal control network along R/W corridor
• Tie baseline control to Florida State Plane Coordinate System, East Zone, NAD 83/99
• Locate block comers, lot comers, and FEC R/R R/W monumentation along right-of-way lines
• Location of FEC R/R tracks and edge of pavement of Dixie Highway and 100' on side streets.
• Locate buildings and/or major concrete slabs or features of concern within 25' of R/W
• Establish centerline of R/W and set nail and disks (or sufficient monumentation) at all Qen'Lerline
points of intersection PC's, PI's PT's and side street centerline intersections, interval not to
exceed 1,000'
• Certified Comer Reports (CCR) shall be created or updated on all found, used and or established
Sectional Control throughout the project.
• County is to supply any boundary surveys, recorded plats or relevant information helpful to the
positioning of the project from County files within 10 days of notice to proceed.
• County is to supply a current Title Search of approximately 116 parcels bordering and/or within
established limits along the corridor within 30 days of notice to proceed.
• The Right -of --Way mapping project shall be prepared in a fashion as to be easily used by the
consultant or P parties as base map for any additional Topographic Surveys as determined by the
County via separate work order.
8745 U.B.
HIGHWAY 1, P.O. BOX
701420, WABASSO, FL 32970-1420 • PHONE: (772) 388-5364
• FAX: (772) 388-3165
• jmorgan®morganeklund.com
1500 B.E.
3rd COURT, SUITE 110,
DEERFIELD BEACH, FL 33441 •
PHONE: (954) 421-6882 •
FAX: (954) 421-0451 •
pvoute®morganeklund.com
Mr. Michael O'Brien
August 15, 2008
Page (2)
Deliverables:
+,
• PRELIMINARY REVIEW. 80% - 90% product for County review and comments. One (1) paper
"hardcopy". County shall strive to provide review comments within 30 days of preliminary
submittal.
• FINAL one (1) paper "hardcopy" signed and sealed sets and one (1) signed and sealed MYLAR
sets in adequate recording fashion (I.E. Borders). Sheeted and model space (as applicable)
AutoCad drawing file and PDF formats on CD.
• Survey settsheets shall include a cover sheet with location sketch, survey certifications, and related
title and project No; a survey notes/legend/abbreviation sheet, survey horizontal control sheet(s),
right -of --way plan view sheets and/or as indicated in the County supplied Right -of --Way map
"checklist'.
• Submittals shall be in the form of cover sheet, survey notes and control sheet(s), followed by
applicable key sheets and R/W map sheets.
Project Schedule.
• Time of 80% - 90'/o PRELIMINARY review submittal shall be 120 days from notice to proceed.
• Time of FINAL project completion shall within 30 days of receipt of the County's review
comments.
Morgan & Eklund, Inc. will coordinate with the FEC Railroad for access to the FEC Railroad right-of-
way.
I. Recover horizontal control; Set traverse control monuments along 4 mile route tied to
Florida State Plane Coordinate System (NAD 83/99)
Chief Surveyor (P.S.M.)
4 hours @ $120.00/hr .............................. $ 480.00
Project Surveyor
16 hours @ $95.00/hr ............................. $ 19520.00
Three Man RTK Crew
24 hours @ $165.00/hr............................ $ 3,960.00
TotalI....................................................... $ 5,960.00
Mr. Michael O'Brien
August 15, 2008
Page (3)
He Locate property corners, rtw control, CL control, FEC R/R tracks, CL Mitersections,
sidemostreet property control, edge of pavement, buildings within 25' of R/W; set nails
and disks along centerline of R/W at a distance not to exceed 10001
Project Surveyor
80 hours @ $95.00/hr ............................. $ 79600.00
Three Man Survey Crew
160 hours @ $125.00/hr.......................... $ 20.000.00
Total II .................................................... $ 27, 600.00
MIS 1�'TiF y� i
Mr, 1 4 1 r ui i.y i n 17 74fa 11 111) VI
Chief Surveyor (P.S.M.)
24 hours @ $120.00/hr............................ $ 22880.00
Project Surveyor
80 hours @$95.00/hr .............................. $ 7,600.00
Computer Technician
120 hours @$65.00/hr............................ $ 7.800.00
Total IIl.................................................... $ 18,280.00
TOTAL I — Ill .................................................... $ 51,84MV IsaW sum fee
Mr. Michael O'Brien
August 15, 2008
Page (4)
l i /�Iwi i i q ! 1 1 A I 1 1 1 Y�iti 11 II wl t: I :.rl I I 1 ,1
0;
1 1 I f f ,i - I 1:
Chief Surveyor (P.S.M.)
24 hours @ $120.OOlhr ............................ $ 29880.00
Computer Technician
40 hours @$65.00/hr. 2 600.00
Total No mew or as evewpowee so* novae*@* 06096000*9 now& 0090040066 $ 5,480.00
TOTALI — IV ...................................................... $ 57,320.00 lwnp sun fee
• • 1409, • 41 :• 11 1 a! :11 1 :I w ! i • • • I 11 • ! 1 • 1 1 i l 1
� • 11 • ! 11 !: � � V
Pagel of 2
EXHIBIT "B"
Old Dixie Hwy - USI to 691h Street
INDIAN RIVER COUNTY
RIGHT OF WAY MAP CHECKLIST
All Right-of-way projects shall adhere to Chapter 177 & 472, F.S. and Chapter 61G17,
F.A.C. as minimum and be certified as such.
R/W Maps shall be prepared/submitted in the form of a certified R/W Map will all
applicable certifications and criteria met.
1. Cover sheet/Key sheet. (To be supplied by IRC in DWG.)
2. Survey notes and report sheet.
3. Key sheet(s)
4. Survey Control sheet.
5. Subsequent R/W map sheets.
6. Supply a Box or area for county acceptance and/or certification.
7. Title Box of each sheet must contain:
a. County
b. State Road and/or County Road Number
C. Designed, drawn and checked by (use names or initials) & date
d. Scale
e. Field Book References
f. Sheet Numbers to be in numerical order (1, 2, 3, 4, etc.) NOT (1, 1A, 1B, 2, etc.)
8. Any notes necessary to set out the type and/or purpose of the map shall be shown.
9. Provide in survey notes - all relevant resources to prepare the Right -of -Way map.
10. Show pertinent dimensions and bearings in the following fashion as the case may be:
a. Plat — (P)
b. Computed — (C)
C. Field — (F)
d. Deed (D)
11. Table of Ownerships shall show:
a. Parcel Number
b. Recording Data
12. Show stations and offsets to all Right of Way Breaks, bends, PC's, PT's, block corners (per plat).
13. Show stations, deflection (or bearing) of all intersecting section, %. section lines to baseline (either
field or calculated as applicable).
14. Show monumented baselines and all references thereto.
15. Verify that computed distances and bearings are supported by field measurements.
16. Verify and/or monument significant elements of Baseline alignment shown,(i.e. curves, bearings
and P.I. Stations)
17. Ensure that significant elements of all curves are shown and are correct. Also show curve data on
all sheets where they appear.
18. Provide stations on the controlling baseline at the beginning, ending of RNV Project, 500' intervals,
all w bends, PC's, PT's, PI's.
19. Stationing in field minimum 500' beyond beginning and ending of project.
20. Baseline (equate to intersecting State or County Jobs by Station and job number when available)
as available.
21. Projects shall be in NAD83/90 State plane coordinate system and bearings reference shall be
shown and must be clearly stated. Values shall be place on key baseline monumentation.
22. County/State lines
23. Section
24, Township
25. Range
26. Government Lots, Grants, etc.
F:\Engineering\Capital Projects\0725- 2007 Annual Prof. Survey Contract\2007-2008 ProjectsWlorgan Eklund\Old Dixie US1-69th
St\Old Dixie ROW Survey check list 8-4-08.doc
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27. Sections and % Sections (lines & corners).
28. Certified Corner reports of all Section and % corners used in the course of survey shall be
R completed and/or updated.
29. City Limits by Name & Symbol; Name of City, if job entirely within city limits but does not cross -city
limits.
30. Land and Subdivision Ties (angles and/or, bearings & distances)
31. Subdivision name and limits
32. Plat Book and page
33. Lots and Blocks
34. Lot and Street dimensions (plat or document of record).
35. Show all original plat and RMI lines of record, if different from present time, with dashed lines
36. Show/plot all Murphy Reservations and/or release lines (including document of record) via graphic
or dimension which ever is obtainable.
37. Show names of subdivision streets, plat book and page recording — also, show Lot and Block
number and Dimensions, Exceptions, Easements, and Vacated portions.
38. When property lines break the Right of Way on curve, show tangent bearings or chord bearings.
39. Show any replat of a subdivision — show old subdivision when necessary to clear up former
acquisition or old title references — use system of dashed lines, dotted figures, etc., with ties shown
and name and plat book reference indicated
40. Stations and Angle Ties to ALL Existing Major and Minor Side Streets (Public Road RAN) as
surveyed and/or calculated.
41. Show field located P. R. M. /major property corner or parcel ties by station/offset to baseline/control
line.
42. Current Street Names
43. Any buildings within 25 feet of proposed R/W line shall be dimensioned to R/W line. If proposed
R/W line is unknown, obtain buildings within +/- 25' of existing R/W. Locations of buildings and
large structures can be obtained from field and/or photographic / planimetric methods, note shall be
placed on plan as to origin.
44. Show and identify all easements on Detail Maps by width, use and ownership (where applicable).
45. Any other items as to meet the goals and objectives established by the County.
(End)
F:\Engineering\Capital Projects\0725- 2007 Annual Prof. Survey Contract\2007-2008 ProjectsNorgan Eklund\Old Dixie US1-69th
St\Old Dixie ROW Survey check list 8-4-08.doc