11/15/1977
Connell Metcalf & Eddy
ARCHITECTURE ENGINEERING PLANNING
1320 South Dixie Highway PO. Box 341939 Coral Gables Florida 33134 305/6659241
November 8, 1977
Board of County Commissioners
Monroe County, Florida
Mr. Jack K. Burke, Director
Office of Monroe County
Development Department
P. O. Box 1029
Key West, Florida 33040
He: Engineering Services Agreement for the Design and Construction Supervision
of a National Weather Service Facility at Key West International Airport,
Key West, Florida
Dear Mr. Burke:
We are pleased to submit this letter of agreement for providing engineering
design services at Key West International Airport. This agreement is to
provide certain services listed under "Basic Services" in Supplemental
Agreement No. 1 to our basic agreement. It is understood that the scope of
work is as follows:
"The design, preparation of contract documents and general superVlslon of
construction for the National Weather Service Facility project. The
services to be performed include the following items listed under "Basic
Services" in Supplemental Agreement No. 1 to our basic contract agreement:"
Included Service Items:
IAl-a, b, c, d, e
IA2-a, b, c, d, e
IA3-a, b, c, i (d, e, f, g and h by National
Weather Services)
Services included in Item IA2c is further detailed in Attachment I which
becomes a part of this agreement.
A MEMBER OF RESEARCH-COTTRELL'S ENVIRONMENTAL ENGINEERING GROUP
Board of County Commissioners
Mr. Jack K. Burke, Director
November 8, 1977
Page 2 -
The effort required is as follows:
Discipline
Proj.
Mgm ' t
Architecture
Structural Engr.
Electrical Engr.
Mechanical Engr.
Ci vil/S truct.
Engr.
Specification
10
15
5
4
9
8
Total Manhours
51
Expense & Cost Projections:
Project Management
Registered Engineer/Architect
Project Engineer
Drafting
Design Manhours
De pt . Proj.
Head Engr. Drafting Total
87 30 23 150
128 44 33 220
41 14 10 70
35 12 9 60
75 26 20 130
70 24 18 120
436 150 113 750
51 MH x $32.50/MH =
436 MH x $26.00/MH =
150 MH x $22. 75/MB =
113 MH x $16.25/MH =
$ 1,657.50
$11,336.00
$ 3,412.50
$ 1,836.25
$18,242.25
Total Design Personnel Costs
Reproduction Expense (Lump Sum)
Travel & Subsistence
Total Expense
$ 700
600
$ 1,300
Total Lump Sum Design Fee
$19,542.25
Board of County Commissioners
Mr. Jack K. Burke, Director
November 8, 1977
Page 3 -
Construction Supervision
Manhours
Item
Total Expense
Manhours
8
144
30
28
210
$ 4,200
$ 1,100
100
$ 1,200
$ 5,400
$24,932.25
1. Pre-construction Conference
2. Site Inspection (1 day/wk. for 18 weeks)
3. Review Reports & Pay Requests
4. Final Inspection with punch lists and reports
Total Personnel Costs @ $20/hr.
Travel & Subsistence
Reproduction
Total Expense
Total Lump Sum Construction Sup. Fee
Total Fee
As covered in the "Special Services" section of Supplemental Agreement No.2,
we have arranged for the required field survey and soils and material testing
services. Assuming that no unforeseen circumstances are encountered requiring
additional testing or surveying, a summary of the estimated cost for these
"Special Services" as set forth in Supplemental Agreement No. 1 items Bl-6
follows:
Soils & Material Testing
Field Survey
$ 4,000
900
$ 4, 900
Cost for special services will be billed at direct cost.
Countersigning this agreement will bind both parties.
Very truly yours,
TSR/AD/gvm
(7405.40)
Enclosures
~~~~-'t'~
ayor . hairman
Monroe County, HEREBY CERTIFY thst t~lis rjc'Cili1rent
has been reviewed for leGal suffi-
'Ciency and that the same meets with
;; a#~~L~
Attorney)s Office
Attachment I
Under Item IA2c the following will be provided:
Architectural -
Structural -
Electrical -
Mechanical -
Ci viI and
Sanitary -
Specifications -
Three drawings will be provided to include: floor
plan, roof, door and finish, elevations, cross
section, wall section and details.
Three drawings will be provided to include:
foundation and ground floor plan, pile cap details,
grade beam details, radar tower foundation, second
floor plans, roof plan, flat slab schedule, materials
and design data, general structural notes, stair
sections, beam schedule, and miscellaneous section and
details. The radar tower foundation will be designed
based upon tower loadings furnished by the National
Weather Service.
Two drawings will be provided. NFPA 70 Art 645 and
NFPA 75 Chap. 5 will not be specified since equipment
to be installed in the building is not classified as
data processing equipment by the National Weather
Service. A conduit stub out of the building will be
shown for center field wind equipment cables. The
National Weather Service is responsible for connecting
the facility to the Center Field Wind Equipment.
One drawing will be provided. No special fire
protection or cooling is required either above or
below the equipment floor.
Three drawings will be provided to include site plan,
water and sanitary plan, quantities and details. A
septic tank wastewater system will be used.
The Specifications for the National Weather Service
Facility at Palm Beach and additional specifications
provided by the National Weather Service will be
edited and utilized to the extent possible.