HomeMy WebLinkAbout2011-054 µ647p
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Board of County Commissioners
Administration - Building A
1801 27th Street
Vero Beach , Florida 32960
Telephone : ( 772 ) 567 - 8000 FAX : 772- 778 -9391
Project :
Old Dixie Highway , Oslo Road to East Bound SR 60
Right- of-Way Mapping
Indian River County Project 1101
WORK ORDER NO . 1 ( Engineering /Surveying )
FOR
PROFESSIONAL SERVICES AGREEMENT
ANNUAL SURVEYING and MAPPING /GIS SERVICES
WITH
Carter Associates , Inc .
In accordance with Contract No . 1032 2010 - 2011
This Work Order No . 1 is in accordance with the existing AGREEMENT dated October 19 , 2010
between Carter Associates , Inc . (SURVEYOR) and Indian River County ( COUNTY) . This Work
Order No . 1 amends the agreement as follows :
SECTION I — PROJECT LIMITS
This Work Order No . 1 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 from
Oslo Road traveling north to East Bound SR 60 . Limits include all side street intersections for a
minimum 100 feet and all properties associated with the project .
SECTION II - SCOPE OF SERVICES
As agreed upon between Carter Associates , Inc . and Indian River County , the SURVEYOR
shall provide Professional Land Surveying services to complete all tasks as outlined in this Work
Order No . 1 ; specifically detailed in the attached proposal Exhibit A , and Right- of-Way Check
List Exhibit B .
Remainder of page left blank intentionally
ui
Board of County Commissioners
Administration - Building A
1801 27th Street
Vero Beach , Florida 32960
Telephone : ( 772) 567 - 8000 FAX : 772 -778 -9391
Project :
Old Dixie Highway , Oslo Road to East Bound SR 60
Right- of-Way Mapping
Indian River County Project 1101
WORK ORDER NO . 1 ( Engineering /Surveying )
FOR
PROFESSIONAL SERVICES AGREEMENT
ANNUAL SURVEYING and MAPPING /GIS SERVICES
WITH
Carter Associates , Inc .
In accordance with Contract No . 1032 2010-2011
This Work Order No . 1 is in accordance with the existing AGREEMENT dated October 19 , 2010
between Carter Associates , Inc . ( SURVEYOR) and Indian River County ( COUNTY) . This Work
Order No . 1 amends the agreement as follows :
SECTION I — PROJECT LIMITS
This Work Order No . 1 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 from
Oslo Road traveling north to East Bound SR 60 . Limits include all side street intersections for a
minimum 100 feet and all properties associated with the project .
SECTION II - SCOPE OF SERVICES
As agreed upon between Carter Associates , Inc . and Indian River County , the SURVEYOR
shall provide Professional Land Surveying services to complete all tasks as outlined in this Work
Order No . 1 ; specifically detailed in the attached proposal Exhibit A , and Right- of-Way Check
List Exhibit B .
Remainder of page left blank intentionally
IRC Work Order No . 1
Carter Associates , Inc
Old Dixie Highway from Oslo Road to East Bound SR 60
February 23 , 2011
Page 2 of 3
SECTION III — TIME FOR COMPLETION & DE LIVE RABLESIWORK PRODUCT
1 . Project shall be completed as follows :
a . Time of 30 % PRELIMINARY review submittal shall be 75 calendar Days from notice
to proceed .
b . Time of 60 % PRELIMINARY review submittal shall be 30 calendar days of receipt of
the County ' s review comments .
c . Time of 90 % PRELIMINARY review submittal shall be 30 calendar days of receipt of
the County ' s review comments .
d . Time of 100 % " Paper Submittal " review (final review prior to request for mylars )
submittal shall be 30 calendar days of receipt of the County ' s review comments .
e . Time of FINAL project completion shall be within 15 calendar days of receipt of the
County ' s review comments .
2 . Deliverables -The SURVEYOR shall provide the COUNTY :
a . PRELIMINARY REVIEW : 30 % , 60 % , 90 % and 100 % product for COUNTY review
and comments . 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 preliminary submittal .
b . FINAL five ( 5 ) paper " hardcopy " signed and sealed sets and one ( 1 ) signed and
sealed MYLAR set in adequate recording fashion ( I . E . Borders ) . Sheeted and model
space ( as applicable ) AutoCad drawing file in release 2004 through 2009 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 ; survey notes/legend/abbreviation
sheet , survey horizontal control sheet ( s ) , right- of-way plan view sheets and 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 , Il , and I II of this Work Order No . 1 , for a total
lump
sum fee of $ 81 , 250 . 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 19 , 2010
through October 19 , 2011 .
All invoicing shall include Project Number ( 1101 ) , Work Order No . (WO 1 ) , Contract Number
( 1032 ) , 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 : 1032 with the COUNTY and as stated in Section II , III and IV
hereon .
IRC Work Order No . 1
Carter Associates , Inc
Old Dixie Highway from Oslo Road to East Bound SR 60
February 23 , 2011
Page 2 of 3
SECTION III — TIME FOR COMPLETION & DE LIVE RABLESIWORK PRODUCT
1 . Project shall be completed as follows :
a . Time of 30 % PRELIMINARY review submittal shall be 75 calendar Days from notice
to proceed .
b . Time of 60 % PRELIMINARY review submittal shall be 30 calendar days of receipt of
the County ' s review comments .
c . Time of 90 % PRELIMINARY review submittal shall be 30 calendar days of receipt of
the County ' s review comments .
d . Time of 100 % " Paper Submittal " review (final review prior to request for mylars )
submittal shall be 30 calendar days of receipt of the County ' s review comments .
e . Time of FINAL project completion shall be within 15 calendar days of receipt of the
County ' s review comments .
2 . Deliverables -The SURVEYOR shall provide the COUNTY :
a . PRELIMINARY REVIEW : 30 % , 60 % , 90 % and 100 % product for COUNTY review
and comments . 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 preliminary submittal .
b . FINAL five ( 5 ) paper " hardcopy " signed and sealed sets and one ( 1 ) signed and
sealed MYLAR set in adequate recording fashion ( I . E . Borders ) . Sheeted and model
space ( as applicable ) AutoCad drawing file in release 2004 through 2009 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 ; survey notes/legend/abbreviation
sheet , survey horizontal control sheet ( s ) , right- of-way plan view sheets and 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 , Il , and I II of this Work Order No . 1 , for a total
lump
sum fee of $ 81 , 250 . 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 19 , 2010
through October 19 , 2011 .
All invoicing shall include Project Number ( 1101 ) , Work Order No . (WO 1 ) , Contract Number
( 1032 ) , 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 : 1032 with the COUNTY and as stated in Section II , III and IV
hereon .
IRC Work Order No . 1
Carter Associates , Inc
Old Dixie Highway from Oslo Road to East Bound SR 60
February 23 , 2011
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 8th day
of March 2011 .
OWNER Carter Associates , Inc .
BOARD OF COUNTY COMMISSIONERS
INDIAN RIVER COUNTY , FLORI °
can " 4 ,
° ee • see
�e�eee • ewC \
(Signature) a Signature)
Bob Solari Chairman
I&I
4a,� COu�a0oabe° eee � (Printed name and title)
Approved by BCC
ATTEST :
Jeffrey K . Barton , Clerk of Circuit Court Witnessed by :
De)TQ Clerk (Signa ure)
Approved as to Form and Legal Sufficiency :
it/Iwj�l
1 % Alan S . Fyolickwich , Sr. , COUNTY Attorney (Printed name)
d
&j n .
oseph aird , COUNTY dministrator
IRC Work Order No . 1
Carter Associates , Inc
Old Dixie Highway from Oslo Road to East Bound SR 60
February 23 , 2011
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 8th day
of March 2011 .
OWNER Carter Associates , Inc .
BOARD OF COUNTY COMMISSIONERS
INDIAN RIVER COUNTY , FLORI °
can " 4 ,
° ee • see
�e�eee • ewC \
(Signature) a Signature)
Bob Solari Chairman
I&I
4a,� COu�a0oabe° eee � (Printed name and title)
Approved by BCC
ATTEST :
Jeffrey K . Barton , Clerk of Circuit Court Witnessed by :
De)TQ Clerk (Signa ure)
Approved as to Form and Legal Sufficiency :
it/Iwj�l
1 % Alan S . Fyolickwich , Sr. , COUNTY Attorney (Printed name)
d
&j n .
oseph aird , COUNTY dministrator
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PROPOSAL
EXHIBIT " A "
WORK ORDER NO . 1
( Engineering /Survey ) Continuing Professional Surveying & Mapping / GIS Services ,
Gontract 1032 , 2010 2012
Indian River County Project No . 1101
CARTER ASSOCIATES , INC .
Consulting Engineers & Surveyors
1708 21St Street
Vero Beach , FL 32960
772-562-4191
772-562-7180 Fax
CLIENT : CAI JOB NO . :
INDIAN RIVER COUNTY 11 -2045
BILLING ADDRESS : PHONE # (772 ) 226 - 1386
Surveying and Mapping Department FAX #
1801 27th Street CELL #
Vero Beach , Florida 32960
PROJECT LIMITS DATE ORDERED :
Old Dixie Highway Right-of-Way Mapping ( 3 . 5 +/- miles ) from January 12 , 2011
Oslo Road to State Road 60 Highway ( 20th Street) . Survey
Services performed within parts of Section 1 , 2 , 12 , 13 , and 24 ,
Township 33 South , Range 39 East , Section 19 , Township 33
South , Range 40 East , Indian River County , Florida
EST . COMPLETION DATE
See Below
ORDERED BY : TAKEN BY : COST :
Thomas J . Croonquist , PSM DEL / FSC $ 81 , 250 . 00 lump sum
LEGAL DESCRIPTION ( Lot, Block , S / D/Sec-Twp - Rge ) :
Pts . of Section 1 , 23 121 13 , and 24 , Township 33 South , Range 39 East , Section 19 , Township 33
South , Range 40 East , Indian River County , Florida
PROPERTY STREET ADDRESS :
Old Dixie Highway ( Oslo Road to State Road 60 Highway/20th Street) ( 3 . 5+ 1- miles )
SERVICES TO BE PERFORMED :
See Sheet 2 for Scope , Completion , Deliverables and Compensation
J :\SURVEY WORK AUTHORIZATIONS\IRC Survey 2010- 1012\ 11 -204S_IRC_WO_O1dDixeHwyROW (Oslo to SR60) . doc 1
OF 6
PROPOSAL
EXHIBIT " A "
WORK ORDER NO . 1
( Engineering /Survey ) Continuing Professional Surveying & Mapping / GIS Services ,
Gontract 1032 , 2010 2012
Indian River County Project No . 1101
CARTER ASSOCIATES , INC .
Consulting Engineers & Surveyors
1708 21St Street
Vero Beach , FL 32960
772-562-4191
772-562-7180 Fax
CLIENT : CAI JOB NO . :
INDIAN RIVER COUNTY 11 -2045
BILLING ADDRESS : PHONE # (772 ) 226 - 1386
Surveying and Mapping Department FAX #
1801 27th Street CELL #
Vero Beach , Florida 32960
PROJECT LIMITS DATE ORDERED :
Old Dixie Highway Right-of-Way Mapping ( 3 . 5 +/- miles ) from January 12 , 2011
Oslo Road to State Road 60 Highway ( 20th Street) . Survey
Services performed within parts of Section 1 , 2 , 12 , 13 , and 24 ,
Township 33 South , Range 39 East , Section 19 , Township 33
South , Range 40 East , Indian River County , Florida
EST . COMPLETION DATE
See Below
ORDERED BY : TAKEN BY : COST :
Thomas J . Croonquist , PSM DEL / FSC $ 81 , 250 . 00 lump sum
LEGAL DESCRIPTION ( Lot, Block , S / D/Sec-Twp - Rge ) :
Pts . of Section 1 , 23 121 13 , and 24 , Township 33 South , Range 39 East , Section 19 , Township 33
South , Range 40 East , Indian River County , Florida
PROPERTY STREET ADDRESS :
Old Dixie Highway ( Oslo Road to State Road 60 Highway/20th Street) ( 3 . 5+ 1- miles )
SERVICES TO BE PERFORMED :
See Sheet 2 for Scope , Completion , Deliverables and Compensation
J :\SURVEY WORK AUTHORIZATIONS\IRC Survey 2010- 1012\ 11 -204S_IRC_WO_O1dDixeHwyROW (Oslo to SR60) . doc 1
OF 6
PROPOSAL
EXHIBIT « A95
/Continued
AORK ORDER NO . 1
( Engineering /Survey ) Continuing Professional Surveying & Mapping / GIS Services ,
Contract 1032 , 2010 -2012
CAI Job . No . 11 -204S
IRCounty Project No . 1101
IRCounty Contract No . 1032
IRC Work Order No . 1
Project Limits :
Old Dixie Highway Route Survey and Right- of-Way Mapping from Oslo Road /9th Street SW to
centerline of east bound lane of State Road 60 Highway/20th Street ( 3 . 5 +/- miles )
Survey Services performed within parts of Section 1 , 2 , 12 , 13 and 24 , Township 33 South , Range 39 East ,
Section 19 , Township 33 South , Range 40 East , Indian River County , Florida
Project Scope :
The SURVEYOR shall provide Professional Land Surveying services to include the following :
Project is to adhere to provided Indian River County Right- of-Way Map Checklist .
1 . ) Establish horizontal control network along +/- 18 , 500 feet within the densely traffic right- of-way corridor
with ties to existing Indian River County or City of Vero Beach Horizontal Control Monument along or closely
adjacent to the project corridor
2 . ) Establish horizontal and baseline control of project to Florida State Plane Coordinate System , East Zone ,
NAD 83/99
3 . ) Locate and / or establish block corners , lot corners , recover / re -survey section and % section corners , ties
to government lot and section lines along and intersecting the right- of-way corridor.
4 . ) Locate edge of pavement of Old Dixie Hwy ( +/- 18 , 500 feet ) and 100 feet on side streets ( +/- 5 , 500 feet)
5 . ) Locate building structures footprint ( roadway face) and/or major concrete slabs or major features
of
concern within 25 feet of the densely commercial / residential right-of-way corridor
6 . ) Establish baseline and centerline of right-of-way . Set nail and disks ( or sufficient monumentation ) at all
centerline points of intersection PC ' s , PI ' s , PT' s and at intervals not to exceed 1 , 000 feet
7 . ) Recover and verify existing plat of maintenance map ( Plat Book 13 , page 45 ) and Florida East Coast
Railway right of way at Oslo Road/9th Street SW
8 . ) Prepare Certified Corner Reports ( CCR ) or update on all found , used and or established sectional control
throughout the project
JASURVEY WORK AUTHORIZATIONS\IRC Survey 2010- 1012\ 11 -204S_IRC_WO_O1dDixeHwyROW (Oslo to SR60) . doc 2
OF 6
PROPOSAL
EXHIBIT « A95
/Continued
AORK ORDER NO . 1
( Engineering /Survey ) Continuing Professional Surveying & Mapping / GIS Services ,
Contract 1032 , 2010 -2012
CAI Job . No . 11 -204S
IRCounty Project No . 1101
IRCounty Contract No . 1032
IRC Work Order No . 1
Project Limits :
Old Dixie Highway Route Survey and Right- of-Way Mapping from Oslo Road /9th Street SW to
centerline of east bound lane of State Road 60 Highway/20th Street ( 3 . 5 +/- miles )
Survey Services performed within parts of Section 1 , 2 , 12 , 13 and 24 , Township 33 South , Range 39 East ,
Section 19 , Township 33 South , Range 40 East , Indian River County , Florida
Project Scope :
The SURVEYOR shall provide Professional Land Surveying services to include the following :
Project is to adhere to provided Indian River County Right- of-Way Map Checklist .
1 . ) Establish horizontal control network along +/- 18 , 500 feet within the densely traffic right- of-way corridor
with ties to existing Indian River County or City of Vero Beach Horizontal Control Monument along or closely
adjacent to the project corridor
2 . ) Establish horizontal and baseline control of project to Florida State Plane Coordinate System , East Zone ,
NAD 83/99
3 . ) Locate and / or establish block corners , lot corners , recover / re -survey section and % section corners , ties
to government lot and section lines along and intersecting the right- of-way corridor.
4 . ) Locate edge of pavement of Old Dixie Hwy ( +/- 18 , 500 feet ) and 100 feet on side streets ( +/- 5 , 500 feet)
5 . ) Locate building structures footprint ( roadway face) and/or major concrete slabs or major features
of
concern within 25 feet of the densely commercial / residential right-of-way corridor
6 . ) Establish baseline and centerline of right-of-way . Set nail and disks ( or sufficient monumentation ) at all
centerline points of intersection PC ' s , PI ' s , PT' s and at intervals not to exceed 1 , 000 feet
7 . ) Recover and verify existing plat of maintenance map ( Plat Book 13 , page 45 ) and Florida East Coast
Railway right of way at Oslo Road/9th Street SW
8 . ) Prepare Certified Corner Reports ( CCR ) or update on all found , used and or established sectional control
throughout the project
JASURVEY WORK AUTHORIZATIONS\IRC Survey 2010- 1012\ 11 -204S_IRC_WO_O1dDixeHwyROW (Oslo to SR60) . doc 2
OF 6
9 . ) Tie into and / re-establish alignment of existing control right- of-way maps at major roadway intersections
such as Oslo Road / 9th Street SW , Plat Book 13 , pg . 45 , Indian River County , Citrus Road / 4th Street ,
Glendale Road / 8th Street , Rosedale Road / 12th Street , Rosewood Road / 16th Street and State Road 60
Highway / 20" Street
10 . ) ! RdiaR River G9WRty t0 f6IFRish boundary swweys , reGGrded plats , Right Qf Way Maps andlor relevant
information helpful to the positioning of the project from Indian River County files . Carter Associates , Inc will
research office archive survey records of relevant adjacent parcel boundary data .
11 . ) Carter Associates , Inc will utilize the Indian River County property appraiser' s tax role website information
for the approximate 250 +/- current property ownerships , deed descriptions and possible associated
documents . Indian River County will provide owner/encumbrance and title search report if or when necessary ,
or requested of any adjacent parcel bordering and /or within the established limits along the corridor
12 . ) The Right- of-Way mapping project shall be prepared in a fashion as to model State of Florida Department
of Transportation Right of Way Mapping and meet the Indian River County Right of Way check list
requirements and guide requirements in scope of task exhibit furnished by Indian River County Surveyor Tom
Croonquist . Final plans may be used by the consultant or 3rd parties as base map for any additional
Topographic Surveys as determined by the Indian River County via separate work order
13 . ) Carter Associates , Inc will meet and correspond with Indian River County surveying division staff
to
review and discuss project progress and data
Specific Notes :
Method of horizontal and vertical observations by G . P . S . , RTK [ accuracy : horizontal 10mm + 1ppm ( RMS )
,
vertical 20mm + 1 ppm ( RMS ) ] , North American Datum of 1983/Adjustment of 1999 , Florida State Plane
Coordinates ( East Zone-901 ) and North American Vertical Datum of 1988 , ( if requested , conversion to National
Vertical Datum of 1929 )
Project Schedule :
Time of 30 % - 60 % - 90 % phase submittals from notice to proceed .
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 .
Project Completion and Deliverables :
FIRST REVIEW — 30 % product for Indian River County review and comments . Indian River County and
contractor to meet and discuss various specific areas of concerns which may arise related to the mapping
process .
SECOND REVIEW — 60 % product for Indian River County review and comments . Indian River County and
contractor to meet and discuss various specific areas of concerns which may arise related to the mapping
process .
THIRD REVIEW — 90 % product for Indian River County review and comments . Indian River County and
contractor to meet and discuss various specific areas of concerns which may arise related to the mapping
process .
FINAL — Five ( 5 ) paper " hardcopy" signed and sealed set and one ( 1 ) signed and sealed
MYLAR set in
adequate recording fashion ( I . E . Borders) . Sheeted and model space (as applicable ) AutoCAD 2007 or 2010
drawing file and PDF formats on CD .
Survey set/sheets shall include a cover sheet with location sketch , survey certifications , and related title and
project number; survey notes/legend/abbreviation sheet , survey horizontal control sheet ( s ) , key sheets , right-
of-way plan view sheets , owner tabulation sheets and/or as indicated in the Indian River County supplied
Right-of-Way Map " checklist" and scope of tasks exhibit .
JASURVEY WORK AUTHORIZATIONS\IRC Survey 2010- 1012\ 11 -204S_IRC_WO_OldDixeHNAryROW (Oslo to SR60) . doe 3
OF 6
9 . ) Tie into and / re-establish alignment of existing control right- of-way maps at major roadway intersections
such as Oslo Road / 9th Street SW , Plat Book 13 , pg . 45 , Indian River County , Citrus Road / 4th Street ,
Glendale Road / 8th Street , Rosedale Road / 12th Street , Rosewood Road / 16th Street and State Road 60
Highway / 20" Street
10 . ) ! RdiaR River G9WRty t0 f6IFRish boundary swweys , reGGrded plats , Right Qf Way Maps andlor relevant
information helpful to the positioning of the project from Indian River County files . Carter Associates , Inc will
research office archive survey records of relevant adjacent parcel boundary data .
11 . ) Carter Associates , Inc will utilize the Indian River County property appraiser' s tax role website information
for the approximate 250 +/- current property ownerships , deed descriptions and possible associated
documents . Indian River County will provide owner/encumbrance and title search report if or when necessary ,
or requested of any adjacent parcel bordering and /or within the established limits along the corridor
12 . ) The Right- of-Way mapping project shall be prepared in a fashion as to model State of Florida Department
of Transportation Right of Way Mapping and meet the Indian River County Right of Way check list
requirements and guide requirements in scope of task exhibit furnished by Indian River County Surveyor Tom
Croonquist . Final plans may be used by the consultant or 3rd parties as base map for any additional
Topographic Surveys as determined by the Indian River County via separate work order
13 . ) Carter Associates , Inc will meet and correspond with Indian River County surveying division staff
to
review and discuss project progress and data
Specific Notes :
Method of horizontal and vertical observations by G . P . S . , RTK [ accuracy : horizontal 10mm + 1ppm ( RMS )
,
vertical 20mm + 1 ppm ( RMS ) ] , North American Datum of 1983/Adjustment of 1999 , Florida State Plane
Coordinates ( East Zone-901 ) and North American Vertical Datum of 1988 , ( if requested , conversion to National
Vertical Datum of 1929 )
Project Schedule :
Time of 30 % - 60 % - 90 % phase submittals from notice to proceed .
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 .
Project Completion and Deliverables :
FIRST REVIEW — 30 % product for Indian River County review and comments . Indian River County and
contractor to meet and discuss various specific areas of concerns which may arise related to the mapping
process .
SECOND REVIEW — 60 % product for Indian River County review and comments . Indian River County and
contractor to meet and discuss various specific areas of concerns which may arise related to the mapping
process .
THIRD REVIEW — 90 % product for Indian River County review and comments . Indian River County and
contractor to meet and discuss various specific areas of concerns which may arise related to the mapping
process .
FINAL — Five ( 5 ) paper " hardcopy" signed and sealed set and one ( 1 ) signed and sealed
MYLAR set in
adequate recording fashion ( I . E . Borders) . Sheeted and model space (as applicable ) AutoCAD 2007 or 2010
drawing file and PDF formats on CD .
Survey set/sheets shall include a cover sheet with location sketch , survey certifications , and related title and
project number; survey notes/legend/abbreviation sheet , survey horizontal control sheet ( s ) , key sheets , right-
of-way plan view sheets , owner tabulation sheets and/or as indicated in the Indian River County supplied
Right-of-Way Map " checklist" and scope of tasks exhibit .
JASURVEY WORK AUTHORIZATIONS\IRC Survey 2010- 1012\ 11 -204S_IRC_WO_OldDixeHNAryROW (Oslo to SR60) . doe 3
OF 6
Compensation :
Payments shall be in accordance with the original Professional Surveying and Mapping /GIS
Services Agreement , Contract No . 1032 with Indian River County .
I . Recover and tie into existing Indian River County / City of Vero Beach Horizontal Control
along the survey route ; Set traverse control points along + - feet of project survey
route tied to Florida State Plane Coordinate System ( NAD 83/99 )
Surveyor 1
4 hours @ $ 140 . 00/hr . . . . . . . . . . . . . . . . . . . . . . . . . . $ 560 . 00
Surveyor II
24 hours @ $ 125 . 00/hr. . . . . . . . . . . . . . . . . . . . . . $ 3 , 000 . 00
GPS RTK Survey Crew ( 3 Men )
56 hours @ $ 150 . 00/hr . . . . . . . . . . . . . . . . . . . . . . $ 8 , 400 . 00
Geodetic processing
7 hours @ $ 140/hr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 980 . 00
Total I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 12 , 940
. 00
II . Locate property corners , sectional corners , right-of-way control , CL control , CL
intersections , side -street property corners , edge of pavement, buildings structures and
major miscellaneous structures within 25 ' of right-of-way ; set control points ( nails and disk )
along centerline of right-of-way at a distance not to exceed 1000 feet.
Surveyor 1
4 hours @ $ 140 . 00/hr . . . . . . . . . . . . . . . . . . . . . . . . . $ 560 . 00
Surveyor II
40 hours @ $ 125 . 00/ hr . . . . . . . . . . . . . . . . . . . . . $ 5 , 000 . 00
Survey Crew ( 3 Men / 2 Units )
240 hours @ $ 150 . 00/hr . . . . . . . . . . . . . . . . . . . . $ 367000 . 00
Geodetic processing
30 hours @ $ 140/hr . . . . . . . . . . . . . . . . . . . . . . . . . . $ 4 , 200 . 00
Total II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 45 , 760
. 00
III . Data reduction/drafting of right-of-way location maps in AutoCAD format.
Surveyor 1
2 hours @ $ 140 . 00/hr . . . . . . . . . . . . . . . . . . . . . . . . . $ 280 . 00
Surveyor II
16 hours @ $ 125 . 00/ hr . . . . . . . . . . . . . . . . . . . . . $ 2 , 000 . 00
CAD Technician 1
160 hours @ $ 80 . 00/hr . . . . . . . . . . . . . . . . . . . . . $ 12 , 800 . 00
Total III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 15 , 080 .
00
Subtotal I — III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 73 , 780 . 00
JASURVEY WORK AUTHORIZATIONS\IRC Survey 2010- 1012\ 11 -204S_IRC_WO_O1dDixeHwyROW (Oslo to SR60) . doc 4
OF 6
Compensation :
Payments shall be in accordance with the original Professional Surveying and Mapping /GIS
Services Agreement , Contract No . 1032 with Indian River County .
I . Recover and tie into existing Indian River County / City of Vero Beach Horizontal Control
along the survey route ; Set traverse control points along + - feet of project survey
route tied to Florida State Plane Coordinate System ( NAD 83/99 )
Surveyor 1
4 hours @ $ 140 . 00/hr . . . . . . . . . . . . . . . . . . . . . . . . . . $ 560 . 00
Surveyor II
24 hours @ $ 125 . 00/hr. . . . . . . . . . . . . . . . . . . . . . $ 3 , 000 . 00
GPS RTK Survey Crew ( 3 Men )
56 hours @ $ 150 . 00/hr . . . . . . . . . . . . . . . . . . . . . . $ 8 , 400 . 00
Geodetic processing
7 hours @ $ 140/hr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 980 . 00
Total I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 12 , 940
. 00
II . Locate property corners , sectional corners , right-of-way control , CL control , CL
intersections , side -street property corners , edge of pavement, buildings structures and
major miscellaneous structures within 25 ' of right-of-way ; set control points ( nails and disk )
along centerline of right-of-way at a distance not to exceed 1000 feet.
Surveyor 1
4 hours @ $ 140 . 00/hr . . . . . . . . . . . . . . . . . . . . . . . . . $ 560 . 00
Surveyor II
40 hours @ $ 125 . 00/ hr . . . . . . . . . . . . . . . . . . . . . $ 5 , 000 . 00
Survey Crew ( 3 Men / 2 Units )
240 hours @ $ 150 . 00/hr . . . . . . . . . . . . . . . . . . . . $ 367000 . 00
Geodetic processing
30 hours @ $ 140/hr . . . . . . . . . . . . . . . . . . . . . . . . . . $ 4 , 200 . 00
Total II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 45 , 760
. 00
III . Data reduction/drafting of right-of-way location maps in AutoCAD format.
Surveyor 1
2 hours @ $ 140 . 00/hr . . . . . . . . . . . . . . . . . . . . . . . . . $ 280 . 00
Surveyor II
16 hours @ $ 125 . 00/ hr . . . . . . . . . . . . . . . . . . . . . $ 2 , 000 . 00
CAD Technician 1
160 hours @ $ 80 . 00/hr . . . . . . . . . . . . . . . . . . . . . $ 12 , 800 . 00
Total III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 15 , 080 .
00
Subtotal I — III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 73 , 780 . 00
JASURVEY WORK AUTHORIZATIONS\IRC Survey 2010- 1012\ 11 -204S_IRC_WO_O1dDixeHwyROW (Oslo to SR60) . doc 4
OF 6
IV. Locate property corners , sectional corners , right-of-way control , CL control , CL
intersections , side -street property corners , to re -establish /verify existing right of way of Old
Dixie Highway ( Plat Book 13 , page 45 ) to Oslo Road /9th Street right of way from the west line
of Section 19 and 30 , Township 33 South , Range 40 East to the Florida East Coast Railway
right of way .
Surveyor 1
2 hours @ $ 140 . 00/hr . . . . . . . . . . . . . . . . . . . . . . . . . . $ 280 . 00
Survey Crew ( 3 Men / 2 Units)
24 hours @ $ 150 . 00/ hr. . . . . . . . . . . . . . . . . . . . . . . $ 3 , 600 . 00
Geodetic processing
3 hours @ $ 140/hr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 420 . 00
Total IV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 4 , 300 .
00
V. Data reduction / drafting of right-of-way location maps in AutoCAD format to re -
establish/verify existing right of way of Old Dixie Highway ( Plat Book 13 , page 45 ) to Oslo
Road/9th Street right of way from the west line of Section 19 and 30 , Township 33 South ,
Range 40 East to the Florida East Coast Railway right of way .
Surveyor 11
10 hours @ $ 125 . 00/hr . . . . . . . . . . . . . . . . . . . $ 1 , 250 . 00
CAD Technician 1
24 hours @ $ 80 . 00/hr . . . . . . . . . . . . . . . . . . . . . . . $ 1 , 920 . 00
Total V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 3 , 170 . 00
Subtotal IV — V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 71470 . 00
TOTAL I — V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 81 , 250 . 00 Lump Sum Fee
J :\SURVEY WORK AUTHORIZATIONS\IRC Survey 2010- 1012\ 11 -204S_IRC_WO_O1dDixeHwyROW (Oslo to SR60). doe 5
OF 6
IV. Locate property corners , sectional corners , right-of-way control , CL control , CL
intersections , side -street property corners , to re -establish /verify existing right of way of Old
Dixie Highway ( Plat Book 13 , page 45 ) to Oslo Road /9th Street right of way from the west line
of Section 19 and 30 , Township 33 South , Range 40 East to the Florida East Coast Railway
right of way .
Surveyor 1
2 hours @ $ 140 . 00/hr . . . . . . . . . . . . . . . . . . . . . . . . . . $ 280 . 00
Survey Crew ( 3 Men / 2 Units)
24 hours @ $ 150 . 00/ hr. . . . . . . . . . . . . . . . . . . . . . . $ 3 , 600 . 00
Geodetic processing
3 hours @ $ 140/hr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 420 . 00
Total IV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 4 , 300 .
00
V. Data reduction / drafting of right-of-way location maps in AutoCAD format to re -
establish/verify existing right of way of Old Dixie Highway ( Plat Book 13 , page 45 ) to Oslo
Road/9th Street right of way from the west line of Section 19 and 30 , Township 33 South ,
Range 40 East to the Florida East Coast Railway right of way .
Surveyor 11
10 hours @ $ 125 . 00/hr . . . . . . . . . . . . . . . . . . . $ 1 , 250 . 00
CAD Technician 1
24 hours @ $ 80 . 00/hr . . . . . . . . . . . . . . . . . . . . . . . $ 1 , 920 . 00
Total V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 3 , 170 . 00
Subtotal IV — V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 71470 . 00
TOTAL I — V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 81 , 250 . 00 Lump Sum Fee
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INDIAN RIVER COUNTY
PROFESSIONAL SURVEYING AND MAPPING / GIS SERVICES
CONTRACT 1032 — 2011 / 2012
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 $ 140 . 00
Word Processing (Administrative Assistant ( Research - Clerical ) $ 40 . 00
FIELD :
3 - Man Survey Crew $ 130 . 00
2 - Man Survey Crew $ 120 . 00
3 - Man/2 Unit GPS Crew $ 150 . 00
2 - Man /2 Unit GPS Crew $ 135 . 00
3 Man GIS Data Collection $ 150 . 00
2 Man GIS Data Collection $ 135 . 00
SPECIALIZED EQUIPMENT .
12 ' Airboat $ 1 , 000/ Day
All Terrain Vehicle (ATV) $ 200/ Day
Swamp Buggy $ 800/ Day
ANTICIPATED REIMBURSABLE EXPENSES :
Postage , Express Mail , etc . Cost
Blueprints $ 0 . 25/S . F .
Mylar $ 1 . 75/S . F .
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 .
JASURVEY WORK AUTHORIZATIONS\TRC Survey 2010- 1012\ 11 -204S_IRC_WO_O1dDixeHwyROW (Oslo to SR60) . doc 6
OF 6
INDIAN RIVER COUNTY
PROFESSIONAL SURVEYING AND MAPPING / GIS SERVICES
CONTRACT 1032 — 2011 / 2012
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 $ 140 . 00
Word Processing (Administrative Assistant ( Research - Clerical ) $ 40 . 00
FIELD :
3 - Man Survey Crew $ 130 . 00
2 - Man Survey Crew $ 120 . 00
3 - Man/2 Unit GPS Crew $ 150 . 00
2 - Man /2 Unit GPS Crew $ 135 . 00
3 Man GIS Data Collection $ 150 . 00
2 Man GIS Data Collection $ 135 . 00
SPECIALIZED EQUIPMENT .
12 ' Airboat $ 1 , 000/ Day
All Terrain Vehicle (ATV) $ 200/ Day
Swamp Buggy $ 800/ Day
ANTICIPATED REIMBURSABLE EXPENSES :
Postage , Express Mail , etc . Cost
Blueprints $ 0 . 25/S . F .
Mylar $ 1 . 75/S . F .
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 .
JASURVEY WORK AUTHORIZATIONS\TRC Survey 2010- 1012\ 11 -204S_IRC_WO_O1dDixeHwyROW (Oslo to SR60) . doc 6
OF 6
Page 1 of 2
EXHIBIT " B "
Old Dixie Hwy - From Oslo Road to East Bound SR 60
( Carter Project)
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 .
RNV Maps shall be prepared/submitted in the form of a certified RNV 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 R/W 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
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Page 1 of 2
EXHIBIT " B "
Old Dixie Hwy - From Oslo Road to East Bound SR 60
( Carter Project)
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 .
RNV Maps shall be prepared/submitted in the form of a certified RNV 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 R/W 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
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25 . Range
26 . Government Lots , Grants , etc .
27 . Sections and '/ Sections ( lines & corners ) .
28 . Certified Corner reports of all Section and '/ corners used in the course of survey shall be
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 R/W 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 R/W ) 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 RNV 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 )
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25 . Range
26 . Government Lots , Grants , etc .
27 . Sections and '/ Sections ( lines & corners ) .
28 . Certified Corner reports of all Section and '/ corners used in the course of survey shall be
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 R/W 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 R/W ) 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 RNV 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 )
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ui
Board of County Commissioners
Administration - Building A
1801 27th Street
Vero Beach , Florida 32960
Telephone : ( 772) 567 - 8000 FAX : 772 -778 -9391
Project :
Old Dixie Highway , Oslo Road to East Bound SR 60
Right- of-Way Mapping
Indian River County Project 1101
WORK ORDER NO . 1 ( Engineering /Surveying )
FOR
PROFESSIONAL SERVICES AGREEMENT
ANNUAL SURVEYING and MAPPING /GIS SERVICES
WITH
Carter Associates , Inc .
In accordance with Contract No . 1032 2010-2011
This Work Order No . 1 is in accordance with the existing AGREEMENT dated October 19 , 2010
between Carter Associates , Inc . ( SURVEYOR) and Indian River County ( COUNTY) . This Work
Order No . 1 amends the agreement as follows :
SECTION I — PROJECT LIMITS
This Work Order No . 1 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 from
Oslo Road traveling north to East Bound SR 60 . Limits include all side street intersections for a
minimum 100 feet and all properties associated with the project .
SECTION II - SCOPE OF SERVICES
As agreed upon between Carter Associates , Inc . and Indian River County , the SURVEYOR
shall provide Professional Land Surveying services to complete all tasks as outlined in this Work
Order No . 1 ; specifically detailed in the attached proposal Exhibit A , and Right- of-Way Check
List Exhibit B .
Remainder of page left blank intentionally