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IMPLEMENTATION OF THE
EAST INDIAN RIVER COUNTY MASTER STORMWATER
MANAGEMENT PLAN :
WORK ORDER No . 5
TO THE
PROFESSIONAL ENGINEEERING SERVICES AGREEMENT
BETWEEN CARTER ASSOCIATES, INC. , AND
INDJAN RIVER COUNTY, FLORIDA
FOR
FINAL DESIGN SERVICES AND CONSTRUCTION
MANAGEMENT SERVICES FOR STORMWATER POLLUTION
CONTROL SYSTEMS IN THE MAIN RELIEF CANAL, THE
SOUTH RELIEF CANAL, AND THE NORTH RELIEF CANAL
Pursuant to the Professional Engineering Services Agreement ( MASTER
AGREEMENT ) dated May 8 , 2001 , by and between INDIAN RIVER COUNTY, a political
subdivision of the State of Florida , hereinafter referred to as the COUNTY , and CARTER
ASSOCIATES , INC . , Vero Beach , Florida , hereinafter referred to as the ENGINEER , this
WORK ORDER No . 5 is an extension of and hereby becomes a part of the MASTER
AGREEMENT as follows :
SECTION 1 = PROJECT LIMITS AND DESCRIPTION
In accordance with the East Indian River County Master Stormwater Management
Plan ' s ( Master Plan ) recommended improvements and actions , and also in accordance
with the COUNTY' s Florida Department of Environmental Protection Phase II MS4 Permit ,
WORK ORDER NO . 5 is for final design services for pollution control systems in the Main
Relief Canal , the South Relief Canal , and the North Relief Canal . The Main Relief Canal
and the South Relief Canal were discussed in a Preliminary Engineering Report prepared
by the ENGINEER , titled Vortex Treatment Units and Floating Debris Capture Equipment ,
dated November 2003 , The North Relief Canal ' s pollution control system will be similar to
the one to be designed forthe South Relief Canal . This Work is discussed in more detail in
SECTION III — SCOPE OF SERVICES PROVIDED BY THE ENGINEER ,
SECTION II = COUNTY OBLIGATIONS
The COUNTY will comment on the ENGINEER ' s work in a timely fashion . The
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COUNTY will supply application fees for the required federal state and local permits . The
COUNTY will prepare site plan applications for the North and South Relief Canal sites .
Additionally, the COUNTY will prepare bidding documents , contract documents , and
Division 1 of the technical specifications . The COUNTY will provide the ENGINEER' s
architect with a draft floor plan of the Main Relief Canal Operations Building .
SECTION III - SCOPE OF SERVICES PROVIDED BY THE ENGINEER
A. PROJECT ASSIGNMENTS - The "design team " is collectively comprised of Carter
Associates , Inc . ( CAI ) , Environmental Consulting & Technology , Inc . ( ECT) , and
CDS Technologies , Inc . (CDS ) . In general , the individual team assignments are
listed on Attachment 1 , included herein .
Be GENERAL - The pollution control systems covered by this Work Order are intended
to remove pollutants (floating and suspended solids and their associated nutrients )
from the waters of the Main , South , and North Relief Canals . The projects ' purpose
is to protect the water quality of the Indian River Lagoon and thereby aid in restoring
the Lagoon ' s seagrass coverage .
C . LAND SURVEYING SERVICES - CAI shall prepare the Land Surveying Work
Product ( Survey Work Product) and the design team will use the Survey Work
Product for designing and permitting the stormwater treatment facilities . The Survey
Work Product shall contain all information necessary for a third - party land surveyor
to independently recreate the survey work. Also , the Survey Work Product shall
contain all information necessary for the complete design of each pollution control
system , even though such surveying services may not be specifically discussed
below.
1 . The Survey Work Product
The Survey Work Product must meet or exceed the following minimum
standards :
a . Drawing Requirements - As a minimum for each site , the survey
drawing set will consist of ( 1 ) Boundary Survey and Survey Control
Map , (2 ) Topographic Survey ( including canal cross-sections ) . Use
multiple pages for each as necessary . Minimum drafting standards
for all Drawings are :
( 1 ) Prepare and supply an electronic disc at completion of all
Drawings using AutoCAD Release 2000 or later .
(2 ) Drawing Scale — Except for the overall plan view sheet and
unless otherwise approved in writing by the COUNTY , the
horizontal scale shall be 1 "=20 ' or larger (e . g . 1 " = 10 ' , 1 " = 51 ) .
Use matchlines as appropriate . The overall plan view sheet
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shall be 1 " =40 ' or larger (e . g . 1 " = 30 ' , etc . ) - the intent is to fit all
of each site on a single overall plan view sheet using the
largest scale practicable .
(3 ) Text Size - No text ( including numbers ) shall be smaller than
1 /8- inch high .
(4 ) Drawing Sheet Size - Drawing sheet size shall be 244ch by
36- inch .
(5 ) Existing Utilities
(a ) Call out each existing utility in the following order:
1 . Type of utility (e . g . " high pressure gas main , "
high voltage electric lines , " "water main , " "gravity
sewer, " "force main , " "drainage culvert")
2 . Diameter
3 . Type of material
4 . Number of pipes/conduits , as applicable .
(b ) All existing utilities shall have the system-abbreviated
text written into the line . (e . g . ------ FM ------ for a force
main . )
(c) Tie -down the horizontal location of each utility.
(d ) Screen existing utilities 60 percent .
2 . Boundary Survey and Survey Control Map - Provide a detailed Boundary
Survey and Survey Control Map for each site . This drawing is intended to
provide an independent land surveyor with all horizontal and vertical control
information necessary to independently reproduce the work in the field . All
work shall meet the " Minimum Technical Standards for Surveying and
Mapping " as set forth in F . S . Chapter 472 . 027 , and the requirements listed
herein . If there is a conflict between the " Minimum Technical Standards for
Surveying and Mapping " and the requirements listed herein , the more
stringent criteria shall prevail . Show and identify all properties ( including
property owner and tax parcel identification number) , road rights-of-way ,
drainage ditch rights-of--way , and other rights -of-way and easements within
the survey limits .
3 . Survey Baseline
a . For each site , establish a Survey Baseline that can later be used as a
Construction Baseline . Where possible , the Survey Baseline shall run
parallel to right-of-way lines . Set survey control points at maximum
500-foot intervals and at all angle breaks . Show the Survey Baseline
on the applicable drawing (s ) .
b . Tie all bearings to the State Plane Coordinate System , NAD 83/90
and state origin of datum . All bearings shall read in a clockwise
direction . Reference the north arrow to the bearing base .
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C , Provide information on all recovered monumentation .
d . Tie each Project' s main Control/Baseline to all Section lines
intersecting and/or in the vicinity of the mentioned control . A Certified
Corner Report shall be prepared , submitted to D . E . P . and a copy
supplied to County Surveyor (as per Florida Statutes 177 part III . )
4 , Vertical Survey Control — ( NGVD29 Datum ) With a +/- local conversion
factor to NAVD88 . (This is just a note of conversion on the Cover Sheet. All
elevations on the Construction Drawings shall be NGVD29 . ) Establish
Temporary Bench Marks (TBMs ) at maximum 250400t intervals along the
Survey Baseline and the property' s perimeter. These TBMs shall consist of
long lasting - durable materials and/or be fixed on a substantial feature . The
Contractor will use these TBMs during construction . Show TBMs on the
Boundary Survey and Survey Control Map with a reference to the " Published
Origin/Bench Mark" of the Projects' Vertical Control .
5 . Survey Control — Permanently mark all control points ( horizontal and
vertical ) . Provide one set of signed and sealed copies of all field books and
reduction of data to the COUNTY upon completion of the Work. Locate all
control points to minimize the potential for disturbance and provide
references for main control points (e . g . P . C . , P . I . , P . T . bend points ) to allow
for their re-establishment in the event of loss during construction . Show
control points and references on the Boundary Survey and Survey Control
Map .
6 . Existing Spot Elevations and Existinq Contours — Show existing spot
elevations at minimum 100-foot intervals , and as necessary to accurately
illustrate grade changes and unusual topographic features . Show existing
spot elevations and existing 1 ,, foot contour lines at top of bank and beyond ,
for each site . Rotate all spot elevations 45 degrees . Show the topographic
information on the Topography Drawings . Also , provide the COUNTY with a
spreadsheet or text file with coordinates and spot elevations .
7 . Canal Cross Sections - All canal Cross Sections shall depict the actual
physical condition of the canal . Show top of banks , slopes , water elevation ,
submerged grade breaks , drop-offs , silt/muck depth and/or any features that
may affect design analysis .
8 . Limits of Canal Cross Section Surveys — In general , the limits of canal
cross section surveys shall be as listed below . The ENGINEER shall use its
discretion regarding the number of cross-sections to take , understanding that
the cross-sections will be used to reshape the canal banks upstream and
downstream of each treatment system .
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a . Main Relief Canal : Eastern limits = 400 feet east of the proposed
tilting weir structure or 50 feet west of the railroad bridge , whichever is
the shortest distance . Western Limits = 50 feet east of the spillway .
b . South Relief Canal : Eastern Limits = 400 feet east of the proposed
tilting weir structure . Western Limits = the Old Dixie Highway Bridge .
( Indian River County has existing survey information in the vicinity of
the Old Dixie Highway Bridge , and the COUNTY will provide this
information to the ENGINEER . )
c . North Relief Canal — Eastern Limits = 50 feet west of the U . S .
Highway No . 1 bridge . Western Limits = 50 feet east of the Old Dixie
Highway bridge .
9 . Existing Planimetric Features — Locate and identify all visible , above
ground physical features and objects within the Limits of Survey , and show
this information on the Topography Drawings . Planimetric features include ,
but are not limited to : existing and established Survey Control , pavement , dirt
trails or roads , driveways , sidewalks , curbs , bridges , structures , valve boxes ,
hydrants , poles , towers , overhead wires , manholes , mailboxes , fences ,
plantings , drainage structures , water bodies , edge of wooded areas , trees 3,,
inches or larger in diameter within the canal right-of-ways (and identify the
size (diameter) and species of each tree ) , signs , etc . Also , show the
extension of the centerline of the City Municipal Airport' s runway on the plan
view .
D . ENGINEERING SERVICES —The design team shall provide the following services
so that the Work described herein can be permitted by applicable federal , state , and
local regulatory agencies , properly bid by the COUNTY , and constructed by a
Contractor selected by the COUNTY :
1 . Final Engineering Design and Calculations — The design team shall
design a pollution control system for ( 1 ) the Main Relief Canal , (2 ) the South
Relief Canal , and ( 3 ) the North Relief Canal as discussed and recommended
in the approved Preliminary Engineering Report . In general , each pollution
control system shall include a floating boom system , three or more climber
screens , and two or more vortex units . The floating boom system directs
floating debris in the canal to the climber screens . The canal water will flow
through the climber screens into an animal removal chamber, and then into a
main channel that routes the canal water into the vortex treatment units .
Design the floating boom to rise and fall with the canal water level . Canal
water level shall be regulated by a tilting weir. Design the tilting weir to
provide the necessary operational head for optimum operation of the vortex
units throughout their design flow range . Design the entire system for
continuous and automatic operation .
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Provide a secondary bar screen in an open area (animal removal
chamber) before the main vortex feed channel to prevent animals such as
alligators and turtles from entering the vortex units . Design this animal
recovery system so that it is possible to remove captured animals without
harming the animal or the rescuer.
Design the vortex system to remove one hundred percent of particles
2 , 400 microns and larger. It shall also be capable of removing particles
down to 500 microns in size . Design the facility at the Main Canal to
minimize attraction of birds . Measures to minimize the bird attraction may
include pavilion-type or prefabricated buildings or the ability to easily
construct an appropriate structure in the future .
Additionally, the pollution control systems shall include all pertinent
features and facilities normally found at similar municipal installations (e . g .
wastewater treatment plant headworks ) . Such features include , but are not
limited to , high- pressure washdown systems using non -potable water (canal
water) , potable water supply, prefabricated concrete operations/equipment
building at the North Relief Canal and at the South Relief Canal , etc .
The influent flow rate shall be measured (totalized and instantaneous
flow measurements ) and recorded . Similarly, the flows into each vortex unit
shall be measured (totalized and instantaneous flow measurements ) and
recorded . Systems shall be designed for automatic and manual operation .
Design a solids removal system that automatically and continuously
removes the debris captured by the climber screens and one that also
removes and dewaters the settled , suspended , and floating material
captured by the vortex units . The treatment system shall include equipment
to weigh the material collected at each pollution control facility.
At the Main Relief Canal , an architect shall design and permit an
Operations Building that shall contain three offices , secretarial space , one or
more bathrooms as required by code , and equipment storage and laboratory
/ work area space . The COUNTY will provide the architect with a draft floor
plan of the building .
2 . Construction Drawings - (See "Attachment 2" for Construction Drawing
requirements . )
3 . Review Technical Specifications prepared by the COUNTY — The
COUNTY will prepare the technical specifications listed in Attachment 3 .
Review these technical specifications with respect to this Work Order and
provide written comments .
4 . Other Required Technical Specifications — Prepare all other Technical
Specifications necessary for the Contractor to properly bid and construct the
project . In general , the Technical Specifications shall include pertinent
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sections from Divisions 2 through 16 , inclusive , using the Construction
Specification Institute (CSI ) format . Submit the Technical Specifications with
the 75 percent review submittal . Provide the COUNTY with one hardcopy of
all specifications for review by the COUNTY and Malcolm Pirnie , Inc .
Technical Specifications type shall meet the following criteria :
( 1 ) Microsoft Word Format
(2 ) Arial font , size 12
( 3 ) Full justification
(4 ) Follow the layout per an example provided by the COUNTY.
After the COUNTY has approved the Technical Specifications , provide the
COUNTY with one hard copy of the Technical Specifications , and with one
electronic copy on 3 . 5-inch disks or CD .
5 . Bid Quantities - On or before the tenth day after the COUNTY approves the
ENGINEER' s final construction design/drawing submittal , prepare and submit
bid quantities to the COUNTY . Provide the COUNTY with one hardcopy and
one electronic copy on a 3 . 5-inch disk or CD . The bid quantities shall be in
the following format:
a . Microsoft Word ( not Excel )
b . Arial font, size 12
c . Tabulation format :
ITEM No . DESCRIPTION IQUANTITY UNIT
6 . Opinion of Probable Construction Cost - On or before the tenth day after
the COUNTY approves the ENGINEER' S final construction design submittal ,
prepare and submit an Engineer' s Opinion of Final Construction Cost to the
COUNTY . Provide the COUNTY with one hardcopy, and one electronic copy
on a 3 . 5- inch disk or CD . The Opinion of Final Construction Cost shall be in
the following format:
( 1 ) Microsoft Excel
(2 ) Arial font , size 12
3 Tabulation format :
ITEM No , DESCRIPTION QUANTITY UNIT JUNIT TOTAL
PRICE AMOUNT
7 , Permit Applications and Responses to Agency Questions — Assist the
COUNTY in applying for the following permits : ( 1 ) U . S . Army Corps of
Engineers permits ; (2 ) U . S . Coast Guard permits ( if necessary) ; (3 )
SJRWMD Environmental Resource permits , (4 ) Driveway permits from
FDOT for connection to U . S . Highway 1 for the North Relief Canal Structure ,
( 5 ) Driveway permits from the COUNTY for connection to Old Dixie Highway
for the North and South Relief Canal Structures , ( 6 ) Indian River Farms
Water Control District Permits , and ( 7 ) the City of Vero Beach Site Plan
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permit subject to the items listed on Attachment No . 4 . Prepare all
necessary sketches , calculations , permit application drawings , and complete
all permit application forms . Coordinate with equipment suppliers as
necessary regarding permit application information pertinent to their
equipment and as it relates to this project. Schedule and attend a pre-design
meeting (s ) with permitting agencies . Attend other meetings with permitting
agencies as necessary. Reply in writing , to all permitting agency' s requests
for additional information for each permit application . Document all
meetings , conversations , etc, with permitting agencies . Provide the
COUNTY with copies of all permit applications and responses to the
agency' s requests for additional information , including attachments , and all
related correspondence . COUNTY shall pay all permit application fees .
8 . Project Meetings The following meetings are included in the basic lump
sum compensation :
a . Thirty percent Design Review Meeting with the COUNTY and Malcolm
Pirnie , Inc .
b . Fifty percent Design Review Meeting with the COUNTY .
c . Seventy-five percent Design Review Meeting with the COUNTY and
Malcolm Pirnie , Inc. Malcolm Pirnie , Inc . ( MPI ) will provide a
constructability and value engineering review of the 75 percent
completion submittal ( includes Technical Specifications and
Construction Drawings ) . During this meeting , we will discuss the
COUNTY and MPI comments and recommendations .
d . Ninety percent Design Review Meeting with the COUNTY .
e . Pre- Bid Meeting - Schedule and moderate a pre- bid meeting .
Respond in writing to all questions raised at the meeting and forward
the written responses to the COUNTY and all official project plan
holders .
f. Permit pre-application meetings , information gathering meetings , and
similar meetings necessary to design the projects .
Submit design review material to the COUNTY prior to Design Review
Meetings . Revise drawings and specifications as requested bythe COUNTY
after each design review submittal .
The Pre- Construction meeting and all other formal meetings not listed above
and that are requested by the COUNTY in writing shall be at the hourly rates
set forth herein . Respond in writing to all questions raised at the Pre-
Construction Meeting and forward the written responses to the COUNTY ,
who will transmit them to the Contractor. ,,,
9 , Coordination With Other Professionals — Secure , schedule , and
coordinate other professional services necessary to provide a complete
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design for bidding and construction . Anticipated professional services
include , but may not be limited to , geotechnical engineering services ,
structural engineering services , and electrical engineering services .
10 . Assistance During Bidding — During the bidding process , provide the
COUNTY with all necessary bidding assistance related to any Work Product
provided by the ENGINEER , including but not limited to , technical and
constructability issues . Respond to all bidder' s questions in writing and copy
the COUNTY .
11 . Bid Analysis and Recommendation of Award — When bids are received ,
analyze each bid for completeness , compliance with the contract
requirements , mathematical errors , references , financial data provided by
bidder, and other pertinent topics , and recommend in writing to the
COUNTY , the bidder with whom the COUNTY should enter into a
construction contract .
12 . Construction Services — During construction , provide construction services
as requested in writing by the COUNTY at the hourly rates set forth herein .
13 . Project Close -Out Services- At the end of construction , provide project
close-out services as requested in writing by the COUNTY at the hourly rates
set forth herein .
14 . Operation and Maintenance Manual — Coordinate with the various
suppliers and prepare a detailed Operation and Maintenance Manual for
each facility.
SECTION IV = TIME FOR COMPLETION
Upon receipt of the COUNTY' s . written authorization to proceed , one hundred and
twenty ( 120 ) calendar days shall be allowed for delivery of the construction drawings and
permit applications for submittal to the various federal , state , and local permitting agencies
(approximately 75 % completion ) . The final construction drawings , specifications , and bid
documents shall be ready for bidding by the issuance date of the permits , or thirty days
after receipt of the COUNTY' s 75 % review comments , whichever occurs last .
SECTION V - COMPENSATION
The COUNTY agrees to pay , and the ENGINEER agrees to accept , a fee for
services rendered according to the " Scope of Services Provided by the ENGINEER , "
identified in Section III of this WORK ORDER , in the amount of $494 , 995 . A breakdown of
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this fee is presented in Attachment 4 , herein . The following certification language shall be
added at the end of each monthly invoice form :
" ENGINEER' S CERTIFICATION :
THE UNDERSIGNED ENGINEER' S REPRESENTATIVE CERTIFIES that 1 have checked
and verified this Application for Payment No . and that to the best of my knowledge
and belief, it is a true and correct statement of work performed and/or material supplied by
the ENGINEER ; that all work and/or materials included in the Application for Payment have
been inspected by me and/or by my duly authorized representative or assistants ; that it has
been performed and/or supplied in full accordance with the requirements of the referenced
Contract and with sound engineering practice and judgment; and that the payment amount
claimed and requested by the ENGINEER is correctly computed on the basis of work
performed and/or materials supplied to date .
THE UNDERSIGNED ENGINEER' S REPRESENTATIVE ALSO CERTIFIES that all
previous progress payments received from the COUNTY on account of Work done under
the Contract referred to above have been applied on account to discharge ENGINEER' s
legitimate obligations incurred in connection with Work covered by prior Applications for
Payment numbered 1 through inclusive ; and if this is a Final Pay Request, I further
certify that all persons doing work upon or furnishing materials or supplies for this project
under this foregoing Contract have been paid in full .
Dated :
ENGINEER : CARTER ASSOCIATES , INC .
1708 21 st Street
Vero Beach , Florida 32960
(772 ) 5624191
ENGINEER' s REPRESENTATIVE :
Name and Title :
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
Subscribed and sworn to before me this day of , 200
Notary Public
My Commission expires : "
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SECTION VI = ADDITIONAL WORK
Additional work shall be in accordance with the MASTER AGREEMENT . Additional
work performed on a time and material basis shall not exceed the unit values listed in the
following schedule . Lump sum fees for additional work shall be negotiated .
TABLE VI - 1 — MAXIMUM UNIT PRICES FOR WORK PERFORMED
ON A TIME AND MATERIAL BASIS
ENGINEER I ( Principal ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a a
a a a a a a0 . . . . . $ 135 . 00/hr
ENGINEER I ( registered ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . aaaaaa . . . .
. . . . . . . . $ 120 . 00/hr
ENGINEERII . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . 0 . . . . . $ 85 . 00/hr
ENGINEER TECHNICIAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . $ 65 . 00/hr
BOTANIST . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . $ 110 . 00/hr
BIOLOGIST . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . mean . $ 110 . 00/hr
PLANNER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . aa , aaa . . . . . . . . . $ 100 . 00/hr
SENIOR SCIENTIST , . 9 8 1 0 1 1 1 1 0 a a a 6 1 1 4 1 8 1 a 0 4 a I 1 9 6 0 . . . a , , a , 8 , , a 135 . 00/hr
LANDSCAPE ARCHITECT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . $ 110 . 00/hr
SURVEYOR I ( Principal ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . $ 135 . 00/hr
SURVEYOR I ( Registered ) , . . , , , . , , . . , . , " , , . . . . . . . 120 . 00/hr
SURVEYOR II ( Registered ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . $ 100 . 00/hr
SURVEY CREW ( 3- MAN , GPS/2 Units ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 115 . 00/hr
CADD TECHNICIAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . $ 60 . 00/hr
DRAFTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . $ 55 . 00/hr
SECRETARY/WORD PROCESSOR . . . . . . . . . . . . " . a . . . a a 8 a a a a , a 0 a 0 d 0 8 a 0 a a a a m $ 35 . 00/hr
RESIDENT PROJECT REPRESENTATIVE . 52 . 00/hr
GRAPHICS ASSISTANT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . $ 25 . 00/hr
RECORDING AND PERMIT FEES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cost
COPIES FOR COUNTY ( Blueprints , Mylars , Xerox) . . . . . . . . . . . . . . . . . . . . No Charge (to be
included in basic compensation )
COPIES FOR OTHERS ( Blueprints , Mylars , Xerox) . . . . . . . . . . . . . . . . . . . . Cost
MATERIALS ( NON - REPRODUCTION MATERIALS ) " , ' , " " , ' , , " . . . Cost + 10 %
SUB- CONSULTANTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . Cost + 10 % ( no
markup for geotechnical sub -consultant)
REIMBURSABLE EXPENSES :
Postage , Long Distance Calls , Federal Express ,
Handouts for Public Meetings , etc , 8019 , 11 , 111 , 1100000mamossuaww * Cost
SECTION VII - PARTIAL PAYMENTS
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The COUNTY shall make monthly partial payments to the ENGINEER for all
authorized work pertaining directly to this project performed during the previous calendar
month . The ENGINEER shall prepare a monthly invoice form forthe COUNTY' s approval .
Use the approved form to submit all Project invoices . The ENGINEER shall submit
invoices monthly for services performed and expenses incurred pursuant to this Agreement
during the prior month .
The ENGINEER shall submit duly certified invoices in duplicate to the Director of the
Public Works Department . For lump sum line items , the amount submitted shall be the
prorated amount due for all work performed to date under this phase , determined by
applying the percentage of the work completed as certified by the ENGINEER , to the total
due for this phase of the work . For time and material line items , the amount submitted
shall be based on the actual hours worked and expenses incurred for the billing period .
The amount of the partial payment due the ENGINEER for the work performed to
date under these phases shall be an amount calculated in accordance with the previous
paragraph , less ten percent ( 10 % ) of the invoice amount thus determined , which shall be
withheld by the COUNTY as retainage , and less previous payments . Per F . S . 218 . 74 (2 ) ,
the COUNTY will pay approved invoices on or before the forty-fifth day afterthe COUNTY
receives the ENGINEER' s invoice .
Per F . S . 218 . 74 (2 ) , the ten percent ( 10 % ) retainage withheld shall be paid in full to
the ENGINEER by the COUNTY , on or before the forty-fifth day after the date of final
acceptance of the Work by the Public Works Director,
The Agreement is broken into deliverable units . No payment shall be made unless
the Public Works Director has received and approved the work products required underthe
"Scope of Services Provided by the ENGINEER , " herein .
SECTION VIII = VENUE
Venue for any lawsuit brought by either party against the other party or otherwise
arising out of this Contract shall be in Indian River County, Florida , or, in the event of a
federal jurisdiction , in the United States District Court for the Southern District of Florida .
SECTION IX = RELATIONSHIP TO MASTER AGREEMENT AND LAWS OF
FLORIDA
All conditions set forth in the MASTER AGREEMENT shall control unless otherwise
specified in this WORK ORDER .
This WORK ORDER , regardless of where executed , shall be governed by and
construed according to the laws of the State of Florida .
FAPublic Works\KeithM\Stormwater ProjectsTast IRC\Contracts\Consultant Contract with Carter & Associates\Work Order No . 5 - Final Design
of Vortex System\Work Order #5 - Rev. May 3 , 2004.doc
12
IN WITNESS WHEREOF the parties hereto have executed these presents this
11 th day of May , 2004 .
CARTER ASSOCIATES , INC . INDIAN RIVER COUNTY , FLORIDA
170821 ST STREET BOARD OF COUNTY
VERO BE , FLORID 32960 COMMISSIONERS
BY : BY :aaaaaaa� �
Dean uethje , a Presi n Caroline D . Ginn , Chair rson
zoe itnesse by Approved by BCC May 11 , 2004
Attest :
My . rton , Clerk irc at Court
Deputy Clerk
Indian River county APPROVED AS TO FORM AND LEGAL
Approved date SUFFICIENCY :
Administration
Budget
County Attorney un ttorney
Risk Management
Public Works 5 APPROVED :
Stormwater
Engineering 5'J7
J eph A Baird ,
o my Administrator
F:\Public Works\KeithM\Stonnwater Projects\East IRC\Contracts\Consultant Contract with Carter & Associates\Work Order No. 5 - Final Design
of Vortex System\Work Order #5 - Rev. May 3 , 2004 .doc
13
ATTACHMENT 1 TO INDIAN RIVER COUNTY, WORK ORDER #5
WORK AUTHORIZATION NO. 5, STORMWATER POLLUTION CONTROL SYSTEMS
LIST OF PRELIMINARY CONSTRUCTION SHEET TITLES
UPDATED MARCH 16, 2004
SHEET NO. SHEET TITLE RESPONSIBILITY DESCRIPTION OF ANTICIPATED SHEET COMPONENTS
1 Construction Cover Sheet - ECT/CAI Project Cover for Bidding and Construction.
2 Overall Plan of Site- Main Canal ECT Shaw Scale drawing of entire site - Key sheet
3 Overall Plan of Site - South Canal ECT Stave Scale drawing of entire site - Key Sheet
4 Overall Plan of Site - North Canal ECT Show Scale drawing of entire site - Key Sheet
5 Overall Facilities & Vortex Unit Location Plan -Main Canal ECT Shaw to scale plan view drawing of Ute treatment facilities with dimensions
and references to detail sheets
6 Overall Facilities & Vortex Unit Location Plan -South Canal ECT Shaw to scale plan view drawing of the treatment facilities with
dimensions and references to detail sheets
7 Overall Facilities & Vortex Unit Location Plan -North Canal ECT Shaw to scale plan view drawing of the treatment facilities with
dimensions and references to detail sheets
8 Paving Grading and Drainage Plan and Sections - Main Canal ECT Shows limits and types of Impervious surfaces, existing grades, proposed
grades, positive drainage, stormwater treatment, lbw directions
9 Paving Gradrig and Drainage Plan and sections - South Canal ECT Shows limits and types of Impervious surfaces, existing grades,
proposed grades, positive drainage, stormwater treatment, flow directions
10 Paving Gradng and Drainage Plan and sections . North Canal ECT Shaws Omits and types of Impervious surfaces, existing grades, proposed
grades, positive drainage, stormwater treatment, How directions
11 Electrical end and Notes - All Sites ELEC Depiction of Typical Electrical Symbols used on the Site Layout Drawings of both
Sites. Electric rotes applicable to both Sites
12 Electrical Site Distribution Plan - Malin Relief Canal ELEC Provide power distribution plan for site facilities, power to building
and power to mechanical devices
13 Electrical Site Distribution Plan - South Relief Canal ELEC Provide power distribution plan for site facilities, power to building
and power lo mechanical devices
14 Electrical Site Distribution Plan - North Relef Canal ELEC Provide power distribution plan for site facilities, power to building
and paver to mechanical devices
15 Electrical Lighting PlaruDetaits - Main Relief Canal ECT/ELEC Show light fixture location, type and wattage. Indicate mounting or
pole installation details
is Electrical Lighting Plan/Details - South Relief Canal ECTIELEC Show light fixture location, type and wattage. Indicate mounting or pole
installation details
17 Electrical Lighting PlanlDetails - North Relief Canal ECT/ELEC Show light fixture location, type and wattage. Indicate mounting or
pole Installation details
18 Single Line Power Diagram - All Sites ELEC Provide diagrams for both site Indicating power requirements and distribution panels
^, 19 Electrical Control Diagrams - All Sites ELEC Provide typical control diagrams for mechanical equipment located at both
sites
.P 20 Electrical General Details - AO Sites ELEC Stow typical details of panels, switchgear, field equipment etc.. common to
both sites
21 SCADA Diagrams - All Sites ELEC Prepare SCADA control diagrams with Inputs compatible with Utility SCADA system
22 SCADA Details - All Sites ELEC Show field sensors , SCADA control parol and antenna typical for both sites
23 Building Prelim) - Malin Relief Canal ECT Show a plan view of the building with interior wall locations and Interior equipment
locatbrts
24 Building Preliminary - South Relief Canal ECT Show a plan view of the building with Interior wall locations and interior equipment
locations
25 Building Preliminary Layout - North Relief Canal ECT Show a plan New of the building with Interior wall locations and interior equipment
locations
26 Weir Gate Foundation Layout and Canal By-Pass - Main Relief Canal CAI Show plan and profile of weir foundation and method to divert
canal flow
27 Weir Gate Foundation Layout and Canal By-Pass - South Relief Canal CAI Show plan and profile of weir foundation and method to divert canal
flow
28 Weir Gate Foundation Layout and Canal By-Pass - North Relief Canal CAI Show plan and profit of weir foundation and method to divert canal
flow
29 Weir Gate Bays and Sill Plan/Profile - Main Relief Canal CAI Show dimensional plan and profile of gate bays and sill concrete pours
30 Weir Gate Bays and Sill PlarvPmfile - South Relief Canal CAI Show dimensional plan and profile of gate bays and sill concrete pours
31 Weir Gate Bays and Sill PlardPmfile - North Relief Canal CAI Show dimensional plan and profile of gate bays and sill concrete pours
32 Weir Gate Plan Profile Mechanical - Main Relief Canal CAI Show pian and profile of weir gate mechanical components
33 Weir Gate Plan Profile Mechanical - South Relief Canal CAI Show plan and profile of weir gate mechanical components
34 Weir Gate Plan Profile Mechanical - North Relief Canal CAI Show plan and profile of weir gate mechanical components
35 Weir Gate General Details - All Sites CAI Show typical details of filling weir gate component installations
36 Weir Gate General Details - AN Sites CAI Shaw typical details of tilting weir gate component Installations
37 Weir Gate Bank/Botbm Stabilization Plan/Details - Main Relief Canal CAI Depict method and extent of bottom and side slope stabilization
around Influence of gate
38 Weir Gate BanklBottom Stabilization Plan/Detatls - South Relief Canal CAI Depict method and extent of bottom and side slope stabilization
around influence of gate
39 Weir Gale Bank/Bottom Stabilization PlanlDetails - North Relief Canal CAI Depict method and extent of bottom and side slope stabilization
around Influence of gate
40 Floating Boom, Connection and Release Mechanism Details - All Sites ECT Show details of the floating boom design, convection and release
system
41 Inlet and Outlet Channel Plan, Profile and Details - Main Relief Canal CDS Shaw plan and profile of the inlet channel layout and sizing
42 Inlet and Outlet Charnel Plan, Profile and Details - South Relief Canal CDS Stow plan and profile of the inlet channel layout and sizing
43 Inlet and Outlet Channel Pian, Profile and Details - North Relief Canal CDS Show plan and profile of the Inlet channel layout and sizing
44 Climber Screens, Materials Removal and Secondary Animal Screens Plan and Details - Main Canal ECT Slow details of the climber screen design, and
animal screen design. (Note anchoring to be shown by structural engineer elsewhere.)
45 Climber Screens, Materials Removal and Secondary Animal Screens Plan and Details - South Canal ECT Shaw details of the pumps and other equipment
used to handle, move and dewater materials captured by the climber screen and CDS unit
46 Climber Screens, Materials Removal and S;CMondary Animal Screens Plan and Details - North Canal ECT Show details of the pumps and other equipment
used to handle, move and dewater materials captured by the climber screen and CDS unit
47 CDS Vortex Treatment Unit Design - Main Relief Canal CDS Show dimensional and mechanical detals of the CDS treatment units and associated
facilities
48 CDS Vortex Treatment Unit Design - Main Relief Canal CDS Stow dimensional and mechanical details of the CDS treatment units and associated
Facilities
49 CDS Vortex Treatment Unit Design - South Relief Canal CDS Shaw dimensional and mechanical details of the CDS treatrnent units and associated
facilities
50 CDS Vortex Treatment Unit Design - North Relief Canal CDS Stow dimensional and mechanical details of the CDS treatment units and associated
facilities
51 CDS Vortex Solids Removal Design - Main Relief Canal CDS Show mechanical details of the CDS treatment unit automated solids removal
facilities
52 CDS Vortex Solids Removal Design - South Relief Canal CDS Show mechanical details of the CDS treatment unit automated wilds removal
facilities
Attachment l to Work Order g5.xis
53 ICDS vortex Solids Removal Design - North Relief Canal CDS Show mechanical details of the CDS treatment unit automated solids removal
facilities
54 CDS Treatment System Details - Main Relief Canal CDS/ECT/CAI Show details of all mechanical, structural and other connections between the
CDS units and the site facilities
55 CDS Treatment S tem Details - South Relief Canal CDS/ECT/CAI Stow details of all mechanical, structural and other connections between
the CDS units and the site facilities
56 CDS Treatment System Details - North Relief Canal CDS/ECT/CAI Slow details of all mechanical, structural and other connections between the
CDS units and the site facilities
57 Weigh Scale Station Details - All Sites ECT Stow details of the weigh scale Installation
58 Bank Stabilization Plan and Details - Main Relief Canal ECT Show a plan view, profile views and details of the Main Relieve Canal bank
stabilization (outside the influence of the lilting weir.
59 Bank Stabilization Plan and Details - South Relief Canal ECT Stow plan and details of the bank stabilization (outside the influence
of the filling weir.
60 Bank Stabilization Plan and Details - North Relief Canal ECT Show plan and details of the bank stabilization (outside the influence
of the filling weir.
61 Weir Gate Foundation Structural Plans/Details - Main Relief Canal STIR Structural sections and details
62 Weir Gate Foundation Structural Plans/Details - South Relief Canal STR Strw.iural sections and details
63 Weir Gate Foundation Structural Plans/Details - North Relief Canal STR Structural sections and details
64 Weir Gate Bays and Sill Structural Plans/Details - Mali Relief Canal STR Structural sections and details
65 Weir Gate Bays and Sill Structural Plans/Details - South Relief Canal STR Structural sections and details
66 Weir Gate Bays and Sill Structural Plans/Details - North Relief Canal STR Structural sections and details
67 Inial and Outlet Channel Structural Plan and Profile - Main Relief Canal STR Structural plan and profile views
68 Inlet and Outlet Channel Structural Plan and Profile - South Relief Canal STR Structural plan and profile views
69 Inlet and Outlet Channel Structural Plan and Profile - North Relief Canal STR Structural plan and profile views
70 Inlet and Outlet Channel Structural Details - All Sites STR Structural details at edges, comers connections, etc.
71 CDS Treatment Unit Shictxal Plan and Profile - Main Relief Canal STR Structural plan and profile views
72 CDS TreaMent Unit Structural Plan and Profile - Main Relief Canal STR Strucheal plan and profile views
73 CDS Treatment Unit Structural Details - Main Relief Canal STR S7uct ural sections and details
74 CDS Treatment Unit Structural Plan and Profile - South Relief Canal STR Structural plan and profile views
75 CDS Treatment Unit Structural Details - South Relief Canal STR Structural sections and details
76 CDS Treatment Unit Structural Plan and Profile - North Relief Canal STR Structural plan and profile views
77 CDS Treatment Unit Structural Details - North Relief Canal STR Stnrctrral sectors and details
78 Weigh Scale Structural - All Sites STR Structural weigh scale foundation plan and details for typical site
79 General Structural Details and Notes - All Sites STR Structural details and notes common to the overall structural design (bends,
overlaps, notes, etc.)
80 Flow Meter, Safety and Wash down Equipment Details - AN Sites ECT IShow details of the flow meters, safety equipment and cleaning equlpmenL
81 Miscellaneous General Details CDS/ECT/CAI lProMde any general details necessary to support the engineering provided on other design
sfheets.
Note: This is a preliminary list for Identifying team member responsibilities. The actual sheets may ultimately combine some drawings, while some drawings may require
additional sheets.
Attachment 1 to Work Order fl5.xis
ATTACHMENT 2
CONSTRUCTION DRAWING REQUIREMENTS
WORK ORDER No . 5
FINAL DESIGN SERVICES AND CONSTRUCTION MANAGEMENT
SERVICES FOR POLLUTION CONTROL SYSTEMS IN THE MAIN
RELIEF CANAL , THE SOUTH RELIEF CANAL , AND THE NORTH
RELIEF CANAL
A. CONSTRUCTION DRAWING DRAFTING REQUIREMENTS
1 . Minimum drafting standards for the Construction Drawings are :
(a ) Prepare all Construction Drawings using AutoCAD Release 14 or
later.
( b ) Drawing Scale — Unless otherwise approved in writing by the
COUNTY, the horizontal scale shall be 1 "=20 ' or larger ( e . g . 1 " = 10 ' ,
1 "=5 ' , 1 " = 2 ' , etc . ) and the vertical scale shall be 1 " =2 ' . Use
matchlines as appropriate . Drawings showing the overall project for
general information purposes only, may be drawn to a scale smaller
than 1 " =20 ' .
( c ) Text Size - No text ( including numbers ) shall be smaller than 1 /8- inch
high .
(d ) Drawing Sheet Size - Drawing sheet size shall be 24-inch by 36 - inch .
( e ) Screening — Screen existing mapping features to 60 percent .
(f) Existing Utilities
( 1 ) Existing utilities with diameters less than 12-inches : Single line
symbol . ( If there are potential conflicts , draw existing and
proposed utility lines to actual scale . )
(2 ) Existing utilities with diameter 12 -inches and larger: Double
line symbol . ( If there are potential conflicts , draw existing and
proposed utility lines to actual scale . )
(3 ) Call out each existing utility in the following order:
a . Type of utility (e . g . " high pressure gas main , " high
voltage electric lines , " "water main , " "force main , "
"gravity sewer , " "drainage culvert, " etc . )
b . Diameter
c . Type of material
d . Number of pipes/conduits , as applicable .
(4 ) All existing utilities shall have the system- abbreviated text
written into the line . ( e . g . ------ FM ------ for a force main . )
( 5 ) Tie down the horizontal location of each utility .
( 6 ) Provide top of pipe (or invert ) elevations at appropriate
FAPublic Works\KeithM\Stormwater Projects\East IRC\Contracts\Consultant Contract with Carter & Associates\Work Order No . 5 - Final Design
of Vortex System\Work Order #5 - Rev. May 3 , 2004.doc
15
locations .
(7 ) Screen existing utilities 60 percent .
2 . Location of Proposed Improvements — On the Construction Drawings , tie the
horizontal location of all proposed improvements to the Survey Baseline so
that an independent land surveyor can independently field -stake each
improvement . If it is impractical to use the Survey Baseline , then provide
coordinate points for the improvements .
B . COPIES OF CONSTRUCTION DRAWINGS
1 . After the COUNTY has approved the final Construction Drawings , provide
the COUNTY with one reproducible Construction Drawing set (24- inch x 36-
inch vellum ) , one signed and sealed set (24-inch x 36- inch ) , and one
electronic copy of the drawings in AutoCad format on 3 . 5- inch disks .
*** END OF ATTACHMENT 2 ***
FAPublic Works\KeithM\Stormwater ProjectsTast IRC\Contracts\Consultant Contract with Carter & Associates\Work Order No. 5 - Final Design
of Vortex System\Work Order #5 - Rev. May 3 , 2004.doc
16
ATTACHMENT 3
TECHNICAL SPECIFICATIONS PREPARED BY
INDIAN RIVER COUNTY
WORK ORDER No . 5
FINAL DESIGN SERVICES AND CONSTRUCTION MANAGEMENT
SERVICES FOR POLLUTION CONTROL SYSTEMS IN THE MAIN
RELIEF CANAL ,THE SOUTH RELIEF CANAL , AND
THE NORTH RELIEF CANAL
A. TECHNICAL SPECIFICATIONS PREPARED BY THE COUNTY
Indian River County will prepare the following technical specifications , as pertinent :
DIVISION 1 = GENERAL REQUIREMENTS
01009 Special Provisions
01010 Summary of Work
01014 Maintenance of Operations
01025 Measurement and Payment
01026 Schedule of Values
01040 Project Coordination
01045 Cutting and Patching
01050 Surveying and Field Engineering Services
01091 Reference Standards
01092 Abbreviations and Symbols
01210 Pre-Construction Conference
01215 General Quality Control
01220 Progress Meetings
01310 Construction Schedule
01330 Required Submittals
01340 Submittal of Shop Drawings , Product Data , and Samples
01342 Installation Data
01380 Construction Photographs
01382 Construction Videos
01410 Testing Laboratory Services
01520 Construction Facilities and Temporary Controls
01541 Protection of the Work and Property
01542 Operations in Highway Rights-of-Way
01543 Maintenance and Protection of Traffic
01550 Access Roads and Parking Areas
01592 Contractor' s Field Office
01610 Transportation and Handling of Material and Equipment
FAPublic Works\KeithM\Stormwater Projects\East IRC\Contracts\Consultant Contract with Carter & Associates\Work Order No . 5 - Final Design
of Vortex System\Work Order #5 - Rev. May 3, 2004.doc
17
01611 Storage of Material and Equipment
01620 Installation of Equipment
01630 Substitutes and " Or- Equals"
01655 Starting and Placing Equipment in Operation
01660 Field Tests of Equipment
01710 Site Cleanup and Restoration
01720 Record Drawings
01730 Operation and Maintenance Data
01750 Spare Parts and Maintenance Materials
01810 Project Closeout
01820 Post- Final Inspection
01830 Bonds and Equipment Warranties
*** END OF ATTACHMENT 3***
FAPublic Works\KeithM\Stormwater ProjectsTast IRC\Contracts\Consultant Contract with Carter & Associates\Work Order No. 5 - Final Design
of Vortex System\Work Order #5 - Rev. May 3 , 2004.doc
18
ATTACHMENT 4 TO INDIAN RIVER COUNTY, WORK ORDER #5
INDIAN RIVER COUNTY, WORK ORDER #5
WORK AUTHORIZATION NO. 5, STORMWATER POLLUTION CONTROL SYSTEMS
SUMMARY OF PROFESSIONAL SERVICES & COSTS
Sro3104
CAI ECT CDS GEOTECHNICAL STRUCTURAL ELECTRICAL ARCH / MEP SUBTOTALS
PROJECT MANAGEMENT $ 20,750.00 $ 20,750.00
DESIGN WITH 30,50975, 90 % $ 37,000.00 $ 79,455.00 $54,000.00 $ 10,700.00 $ 45,500.00 $ 24,000.00 $ 250,655.00
SMALL OFFICE / SHOP BUILDING a $ 3,000.00 $ 99000.00 $ 12,000.00
CITY SITE PLANS" $ 15,000.00 $ 15,000.00
PERMITTING $ 51000.00 $ 7,485.00 $ 12,485.00
BIDDING SERVICES $ 2,070.00 $ 1 ,420.00 $ 10000.00 - - - - $ 4,490.00
SHOP DRAWING REVIEW $ 3,450.00 $ 5,015.00 $2,000.00 - - - - $ 10,465.00
REIMBURSABLES $ 750.00 $ 750.00 - - - - - $ 1 ,500.00
O & M MANUAL $ 1 ,200.00 $ 4,990.00 $3,000.00 - - - - $ 9, 190.00
FDOT DRIVEWAY PERMITTING (1 ) ro $ 9,000.00 $ 91000.00
IRC DRIVEWAY PERMITTING 2 $ 29000.00 $ 21000.00
SUBTOTALS $ 96,220.00 $ 99,115.00 $ 609000.00 $ 10,700.00 $ 48,500.00 $ 249000.00 $ 92000.00
$ 3477535.00
SURVEY Is 60,000.00 - - - - - $ 60,000.00
SURVEY ALLOWANCE (LATERALS) $ 20,000.00 1 - - - - - $ 20 000.00
DESIGN MEETING ALLOWANCE" $ 7,380.00 1 $ 91620.00 1 $8,500.00 1 $ 259500.00
CONST. MEETING ALLOWANCE*2'3 $ 9,500.00 $ 12,020.00 $ 10,540.00 $ 9,900.00 41960,00
TOTAL = $ 494,995700
t� SURVEY ALLOWANCE = CROSS SECTION 4 SUB-LATERALS @ $5,000 PER SUB-LATERAL
y DESIGN MEETING ALLOWANCES:
Design Meetings # of Meetings CAI Est. Cost ECT Est. Cost CDS Est. Cost
Typical Meeting Pro]. Manager Only 6 $ 1 ,440.00 $2,400.00 $2,040.00
Typical Meeting Prof. Manager and Proj. Principal 2 $1 ,020.00 $1 ,340.00 $1 ,360.00
Extended Meeting Proj. Manager Only 6 $2,880.00 $3,600.00 $3,060.00
Extended Meeting Proj. Manger and Proj. Principal 2 $2,040.00 $2,280.00 $20040.00
Estimated Total 16 $7,380.00 $99620.00 $6,500. 00
CONSTRUCTION REVIEW MEETING ALLOWANCES:
Construction Review Meetings of Meetings CAI Est. Cost ECT Est. Cost CDS Est. Cost
Typical Meeting Proj. Manager Only 6 $1 ,440.00 $2,400.00 $2,040.00
Typical Meeting Proj. Manager and Prof. Principal 2 $1 ,020.00 $1 ,340.00 $ 1 ,360.00
Extended Meeting Proj. Manager Only 10 $5,000.00 $6,000.00 $5, 100. 00
Extended Meeting Proj. Manager and Proj. Principal 2 $21040.00 $2,280.00 $29040.00
Estimated Total 20 $99500.00 $12,020.00 $109540.00
Notes:
= The following items are allowances to be later finalized. Structural, Atchitectural(MEP and FOOT Permitting.
" = Site planning services include plan preparation to meet LDR requirements, completing local applications, providing application exhibits,
attending planning meetings, all as
necessary to assist the County with obtaining site plan approval of the on-site improvements. Off-site Improvements and landscaping are by others.
" = A typical meeting includes preparation of meeting materials, attending and presenting Information at the meeting, preparing meeting
notes, and providing follow up
information requested at the meeting. The expected meeting length is approximately 2 hours. An extended meeting includes preparation of meeting
materials, attending
and presenting information at the meeting, preparing meeting notes and providing follow up information requested at the meeting. An extended
meeting would be expected
to be lengthened by site visits and meeting with parties other than the client. The extended meeting length is expected to be approximately
4 hours.
" = The Client is expected to provide full time RPR for the project. Therefore, construction phase services, other than the specified meetings,
which are requested by the Owner,
such as but not limited to: pay request review; change order preparation; completion certifications; etc. shall be charged at the standard hourly
rates presented in the Contract.