HomeMy WebLinkAbout2003-212 Board of County Commissioners
q 1840 25th Street
Vero Beach, Florida 32960
* * Telephone: (772) 5674000
�LORI�Q' FAX: 772- 778-9391
AMENDMENT NO . 1
WORK ORDER NO . 3A AND 3B
FOR
PROFESSIONAL SURVEYING SERVICES AGREEMENT
FOR ANNUAL SURVEYING AND MAPPING SERVICES
WITH
CARTER ASSOCIATES , INC .
This Work Order No . 3A and 3B is in accordance with the existing AGREEMENT dated April
16 , 2002 , between Carter Associates , Inc . (SURVEYOR) and Indian River County (COUNTY) .
This Work Order No . 3A and 3B amends the agreement as follows :
WORK ORDER NO , 3A - SECTION I — PROJECT LIMITS
This Work Order is for a topographic survey for the LANDSIDE of the proposed Oslo Road
Boat Ramp Facility. The SURVEYOR ' S work will include but may not be limited to ,
Topographic Survey. The SURVEYOR ' S work will be used by the COUNTY and/or the
COUNTY ' S Stormwater Engineering Consulting Team for design and permitting of proposed
boat ramp facilities .
200 ' Corridor — 100 ' north and south of physical centerline of existing graded
road. Begin at 500 ' + west of each end of existing pavement to 100 ' + beyond
Mean High Water line of Indian River (4, 100 ' +)
WORK ORDER NO. 3A - SECTION II — SCOPE OF SERVICES PROVIDED BY THE
SURVEYOR
A. The SURVEYOR shall obtain and map as a "Topographic Survey" the projects existing
horizontal and vertical datum and features as outlined below of the corridor for design
and permitting purposes .
1 . Establish permanent survey Horizontal Baseline/Control and Benchmarks
(NAVD99/NGVD29) at 1 , 000 ' + intervals . Begin control with a physical
intersection at US # 1 . Baseline control as established by FDOT .
2 . Recover previous (IRC) or set two tidal Bench Mark monuments in the vicinity of
existing boat ramp and the Indian River.
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3 . Horizontal Control shall be tied into State Plan coordinate system utilizing either
IRC or City of Vero Beach GPS monuments . Coordinate and Elevations shall be
shown on all major control points with a reference to monuments used .
4 . Locations of all surface features and underground utilities (as visible or per
information supplied by IRC and other sources) .
5 . Location of established Mean High Water Line elevations (Tidal Waters) , as it
exist surrounding the entire corridor.
6 . +/- Locations of Mangrove outlines or areas of environmental concern. Depict
type and +/- height of mangroves .
7 . Cross -section at 100 ' stations , offset 100 ' left and right of existing centerline of
graded road .
8 . Soundings — extend 200 ' corridor beyond existing boat ramp +/- 100 ' easterly of
MHW line .
9 . Topographic survey at 100 ' stations and intervals of the Indian River County
parcel located on the north side of Oslo Road adjacent to the western shore of the
Indian River (Part of Section 19 and 20, Township 33 South, Range 40 East —
Parcel Number 33401900000700000002 . 0) .
10 . Deliverables :
a. Preparation and submittal shall be in survey feet .
b . 24" X 36" sheets with accompanying electronic disc . In AutoCAD 2000
format.
c . Key sheet depicting the projects location and overall information.
d. Sheet depicting Horizontal and Vertical Control network with assigned
values .
e . Individual sheets with related topographic/Hydrographic/Environmental
Survey information .
The submitted survey shall be certified to Indian River County.
B . SURVEYOR' S WORK PRODUCT
The SURVEYOR ' S work product must meet or exceed the following minimum
standards , or else the COUNTY will not approve the SURVEYOR ' S Request for
Payment :
1 . Drawing Requirements
a. Minimum drafting standards for all Drawings are :
( 1 ) Prepare all Drawings using AutoCAD 2000 or later.
(2) Drawing Scale — Unless otherwise approved in writing by the
COUNTY, the horizontal scale shall be 1 "= 100 ' or larger (e . g.
l9 `607 , 1 "=50 ' , etc . ) . Use match lines as appropriate .
(3 ) Text Size - No text (including numbers) shall be
smaller than 1 /8 -inch high.
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(4) Drawing Sheet Size - Drawing sheet size shall be 24-inch by 36-
inch.
(5) Existing Utilities
(a) Call out each existing utility in the following order:
1 . Type of utility ("high pressure gas main, " high
voltage electric lines," "water, " "sewer, " "drainage
culvert," etc . )
2 . Diameter
3 . Type of material
4 . Number of pipes/conduits , as applicable .
(d) All existing utilities shall have the system- abbreviated text
written into the line . (e . g . -- ----FM--- --- for a force main. )
(e) Tie down the horizontal location of each utility.
(f) Provide top -of-pipe (or invert) elevations at appropriate
locations .
(g) Screen existing utilities 60 percent .
WORK ORDER NO. 3A - SECTION IV — TIME FOR COMPLETION
The Work Order No . 3A shall be completed within 5 weeks from Notice to Proceed .
WORK ORDER NO. 3A - SECTION V — COMPENSATION
The COUNTY agrees to pay, and the SURVEYOR agrees to accept, a fee for services
rendered according to the " Scope of Services Provided by the SURVEYOR, " identified in
Section III of this WORK ORDER NO . 3A, with a maximum charge under this WORK ORDER
of $ 13 , 820 . 00 . See proposal attached.
WORK ORDER NO . 311 - SECTION I — PROJECT LIMITS
This Work Order is for a topographic survey for the INDIAN RIVER portion of the proposed
Oslo Road Boat Ramp Facility. The SURVEYOR ' S work will include but may not be limited
to , Topographic Survey. The SURVEYOR ' S work will be used by the COUNTY and/or the
COUNTY ' S Stormwater Engineering Consulting Team for design and permitting of proposed
boat ramp facilities .
From MHW line of the Indian River to Right-of-Way line of the Inter- Coastal
Waterway: 200 ' Corridor — 100 ' north and south of physical centerline of existing
channel as it exists , 3 , 700 ' + .
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WORK ORDER NO. 3B - SECTION II — SCOPE OF SERVICES PROVIDED BY THE
SURVEYOR
A . The SURVEYOR shall obtain and map as a "Topographic Survey" the projects existing
horizontal and vertical datum and features as outlined below of the corridor for design
and permitting purposes :
1 . Baseline/control and benchmarks are to reference previously established landside
control . Horizontal Control shall be tied into State Plan coordinate system
utilizing either Indian River County of City of Vero Beach GPS monuments .
Coordinates shall be shown on all major intersections with rights of way and or
property lines.
2 . Cross- Section (Soundings) at 100 ' stations , offset 100 ' left and right of existing
centerline of channel . Locations of all existing spoil mounds , sand bards , channel
markers or buoys indicating the channel or navigable waterway (or obstruction
of) .
3 . Channel Markers shall depict horizontal position (Coordinates) .
4 . Location /Mapping of existing Sea Grass areas or areas of environmental concern
from the MHW line of Right-of-Way of Inter-coastal Water-way. Indian River
County and/or a Sub -Consultant shall supply delineation of environmental area
(Sea Grass) within the Indian River. (To be established prior to commencement
with phase two) .
B . SURVEYOR ' S WORK PRODUCT
The SURVEYOR ' S work product must meet or exceed the following minimum
standards, or else the COUNTY will not approve the SURVEYOR ' S Request for
Payment :
1 . DrawinLy Requirements
a. Minimum drafting standards for all Drawings are :
( 1 ) Prepare all Drawings using AutoCAD 2000 or later.
(2) Drawing Scale — Unless otherwise approved in writing by the
COUNTY, the horizontal scale shall be 1 "= 100 ' or larger (e . g.
1 "=60 ' , 1 "=50 ' , etc . ) . Use match lines as appropriate .
(3 ) Text Size - No text (including numbers) shall be
smaller than 1 /8 -inch high.
(4) Drawing Sheet Size - Drawing sheet size shall be 24-inch by 36-
inch.
(5 ) Existing Utilities
(a) Call out each existing utility in the following order :
1 . Type of utility ("high pressure gas main, " high
voltage electric lines , " "water, " "sewer, " "drainage
culvert, " etc . )
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2 . Diameter
3 . Type of material
4 . Number of pipes/conduits , as applicable .
(d) All existing utilities shall have the system-abbreviated text
written into the line . (e . g. --- - --FM-- - - -- for a force main. )
(e) Tie down the horizontal location of each utility.
( f) Provide top-of-pipe (or invert) elevations at appropriate
locations .
(g) Screen existing utilities 60 percent .
WORK ORDER NO, 3B - SECTION IV — TIME FOR COMPLETION
The Work Order No . 3B shall be completed within 5 weeks from Notice to Proceed .
WORK ORDER NO. 3B - SECTION V — COMPENSATION
The COUNTY agrees to pay, and the SURVEYOR agrees to accept, a fee for services
rendered according to the "Scope of Services Provided by the SURVEYOR, " identified in
Section III of this WORK ORDER NO . 3A, with a maximum charge under this WORK ORDER
of $ 13 ,410 . 00 . See proposal attached.
[REMAINDER OF THIS PAGE LEFT BLANK INTENTIONALLY]
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A ,
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 partied hereto have executed these presents this 19th days of
August , 2003
CARTER ASSOCIATES , INC . INDIAN RIVER COUNTY, FLORIDA
BOAR:40
UNTY COMMISSIOENRS
nneth cht, Chairman
Witnessed by: Approved by the BCC : 08 - 19 - 2003
&AA j ATTEST :_
Jef y K. Barton
Clerk
�oof�-C ' ourt
BY : ztzU
Deputy Clerk of Court
William-
G. Coll ns, II, Co my Attorney
s
AmesT Chandler, County Administrator
Indian River County Approved Date
Administration P j3
Budget
Legal .Z Q,)
Risk Management
De artment Head
Division Head
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