FIRST AMENDMENT TO DREW STREET WIDENING - FROM FORT HARRISON AVENUE TO NORTHEAST COACHMAN ROAD
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DREW STREET WIDENING
FROM FT. HARRISON AVENUE TO N. E. COACHMAN ROAD
AMENDMENT NO.1 TO AGREEMENT
BETWEEN CITY AND ENGINEER
FOR
PROFESSIONAL SERVICES
I. GENERAL SCOPE OF THIS AMENDMENT
The AGREEMENT, dated the 6th day of December 1991, between the City of Clearwater,
Florida, hereinafter referred to as the CITY, and Post, Buckley, Schuh & Jernigan, Inc., Tampa,
Florida, hereinafter referred to as the CONSULTANT, is amended to evaluate potential one-way
pair alternatives for the project as required by the Federal Highway Administration (FHW A) and
the Florida Department of Transportation (hereinafter referred to as the DEPARTMENT).
II. PROFESSIONAL AND TECHNICAL SERVICES
The one~way pair alternatives will consist of analyzing the use of Cleveland Street in
conjunction with Drew Street. The additional services are incorporated into . the
Agreement and are further described in EXHIBIT A outlining the additional work-effort
needed to collect and analyze the necessary data along Cleveland Street and evaluate one-
way pair alternatives.
ill. PERIOD OF SERVICE
Period of service is unchanged from the terms set forth in the original Agreement.
IV. GENERAL CONSIDERATIONS
General considerations are unchanged from the terms set forth in the original Agreement.
V. INSURANCE REQUIREMENTS
Insurance requirements are unchanged from the terms set forth in the original Agreement.
VI. ..COMPENSATION
The CONSULTANT shall be compensated for all services rendered under this
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Amendment in accordance with the provisions of EXHIBIT B.
VIT. TERMINATION
Termination of contract conditions are unchanged from the terms set forth in the original
Agreement.
VITI. SUSPENSION. CANCELLATION OR ABANDONMENT
Suspension, cancellation or abandonment conditions are unchanged from the terms set
forth in the original Agreement.
IX. AOOIDONAL ENGINEERING SERVICES
Additional engineering services are unchanged from the terms set forth in the original
Agreement.
x. ATTACHMENTS
The following Exhibits are attached to this Amendment and made a part hereof,
Exhibit "A" - Scope of Services, p. Al-l through Al-8
Exhibit "B" - Method of Compensation, p. Bl-l through Bl-20
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IN WITNESS WHEREOF, the parties hereto have accepted, made and executed this
Amendment upon the terms and conditions above stated on the day and year first written
above.
ENGINEER:
CITY:
POST, BUCKLEY, SCHUH & JERNIGAN, INC.
5300 West Cypress Street, Suite 300
Tampa, PI 33607
BY {!My Q~
CITY OF CLEARWATER,
112 Osceola Avenue South
Clearwater, FI 34616
BY~~~~tff
SIG D:
ATTES~~4' .;L~
DATE
/..2/;7/?;L
,
ATTEST:
r~~fZ'.' ~C?-~
~k...~..'....=
Approved as 10 ~orm &'CQrrect:-.f~ss
DATE /~/~ ha.
DRBWST\AMENDN01.DL
49\(
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EXHIBIT A, SECTION V
SERVICES TO BE PERFORMED
ADD THE FOLLOWING:
V.B.3.
Aerial Photos
1" = 100' scale uncontrolled black and white photo mylars shall be used
for developing concept plans for illustrating the one-way pair alternatives.
The ENGINEER shall obtain these aerial photos and coordinate the final
sheet layout.
V.CA.
Existin~ Hi~hway Characteristics
a. Roadway
The pertinent data outlined in Section V. C.1.a of Exhibit A of the
original Agreement shall be collected for Cleveland Street.
b. Accidents
Accident data shall be obtained from the DEPARTMENT and the
Pinellas County Engineering Department for the five year period
between 1986 and 1990 for the following segments:
1. Drew Street from SR 60 to North Fort Harrison Avenue
2. Cleveland Street from Drew StreetlSR 60 to Belcher Road.
The accident data shall be analyzed to provide the information
specified in Section V.C.3 of Exhibit A of the original Agreement.
DRBWSNlX-A-SV.DL
A1-1
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c. Traffic
The traffic data collection effort outlined in Section V.C.2 of
Exhibit A of the. original Agreement shall be amended to include
the following:
1. The ENGINEER shall select and propose to the
DEPARTMENT and the CITY three (3) traffic count
control stations on Cleveland Street for seven-day machine
traffic counts which shall provide directional volumes at
IS-minute increments. After concurrence by the
DEPARTMENT and the CITY, the ENGINEER shall
conduct the counts and analyze the resulting data.
2. The ENGINEER shall furnish 24-hour machine traffic
counts (approach volumes at IS-minute increments) and
two-hour (from 4:00 to 6:00 PM) manual turning
movement counts including pedestrian and bicycle counts
at the following locations as a minimum:
(1) Drew Street/Osceola Avenue
(2) Drew Street/S.R. 60
(3) Cleveland Street (SR 6O)/Osceola Avenue
(4) Cleveland Street (SR 6O)/North Fort
Harrison Avenue (Alt. US 19)
(5) Cleveland Street (SR 6O)/Garden Street
(6) Cleveland Street (SR 6O)/East Avenue
(7) Cleveland Street (SR 6O)/North Myrtle
Avenue
(8) Cleveland Street (SR 6O)/North Greenwood
Avenue
(9) Cleveland Street (SR 6O)/Missouri Avenue
(10) Cleveland Street (SR 6O)/Lincoln Avenue
(11) Cleveland Street/Hillcrest Avenue
(12) SR 6O/Hillcrest Avenue
(13) Cleveland Street/North Highland Avenue
(14) Cleveland Street/Lake Avenue
(15) Cleveland Street/North Duncan Avenue
(16) Cleveland Street/Saturn Avenue
(17) Cleveland Street/North Hercules Avenue
(18) Cleveland Street/Main Avenue
(19) Cleveland Street/Belcher Road
DRBWST\BX-A-SV.DL
AI-2
V.D.12.
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3. The ENGINEER shall conduct manual pedestrian and
bicycle counts at two (2) intersections along Cleveland
Street to be proposed by the ENGINEER and approved by
the DEPARTMENT. The counts shall be conducted
according to the procedure outlined in Section V.C.2.c of
Exhibit A of the original Agreement.
d. Evaluation of Roadway Pavement
Cores of the existing roadway pavement shall be taken along the
City portion of Cleveland Street (Hillcrest A venue to Belcher
Road). An evaluation of the existing roadway pavement shall be
made based on these cores.
Environmental Data Collection and Analysis
The pertinent data collection and analysis effort outlined in Sections V.D.1
through V .0.11 of Exhibit A of the original Agreement shall be conducted
for Cleveland Street. The original Agreement report submittals, where
applicable, shall be expanded to include this effort. This activity includes
the following:
a. Social and Economic Impacts
b. Natural and Physical Impacts
c. Utilities
d. Transportation Plans
e. Permit Coordination
f. Biological Assessment
g. Relocation Impact
h. Noise Impact Analysis
1. Air Quality Impact Analysis
J. Hazardous materials
k. Archaeological/Historical Assessment
AMEND THE FOLLOWING:
V.E.l.
DRRWSNlX-A-SV.DL
Corridor Analysis
A comparison of viable corridors shall be made with respect to social and
environmental impacts, right-of-way and construction costs, while
satisfying the travel demand in the project area.
Al-3
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ADD THE FOLLOWING:
V.EA.
One-Way Pair Alternatives
The following sections outline the work-effort associated with developing,
analyzing and presenting the one-way pair alternatives.
a. Traffic Analysis
The following tasks shall be performed in addition to those
outlined in Sections E.2.a, b and c of Exhibit A of the
original Agreement:
1. Determine the existing (1992) evening peak hour
level-of-service for the 19 intersections listed in
Section V.CA.c of this Amendment and the
segments of Cleveland Street between the noted
intersections.
2. Develop the Design Year (2015) and interim years
(1995 and 2(05) daily traffic volumes for the
following two one-way pair alternatives:
(1) One-way pair utilizing Drew Street and
Cleveland Street between Pierce Boulevard
and Hillcrest A venue. Hillcrest Avenue
between SR 60 and Drew Street will be
modeled as a one-way northbound facility.
East of Hillcrest A venue, both streets will
be modeled as two-way facilities.
(2) One-way pair utilizing Drew Street and
Cleveland Street between Pierce Boulevard
and Nimbus Avenue. Nimbus Avenue
between Cleveland Street and Drew Street
will be modeled as a one-way northbound
facility. East of Nimbus Avenue, both
streets will be modeled as two-way facilities.
DlUlWSI'IIlX-A-SV.DL
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DRIlWSTIEX-A-sY.DL
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The CITY shall request Pinellas County Planning
Department to provide the ENGINEER with the FSUTMS
model runs for each of the above described alternatives for
the years 1995 and 2010. The ENGINEER shall use
methodologies similar to those applied previously in the
traffic projections covered under the original Agreement to
evaluate the FSUTMS data and develop the above specified
daily traffic volumes.
3.
The ENGINEER shall evaluate if the K,D, and T
factors, calculated to fulfill the requirements of the
original Agreement, are suitable for the one-way
pair alternatives design hour volume projections. If
these factors are found to be not suitable, a new set
of factors will be calculated.
4.
The ENGINEER shall develop Year 2015 design
hour volumes for both one-way pair alternatives.
5.
Level-of-service (HCM) analysis shall be conducted
based on the design hour volumes to determine
geometric requirements at intersections and
segments under both one-way pair alternatives.
6.
PASSER 11-90 runs shall be performed for both
one-way pair alternatives and the results tabulated
for comparison.
7.
An addendum to the approved Traffic Technical
Memorandum, which was prepared under the
original Agreement, shall be prepared documenting
the analyses described herein.
Al-5
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b. Base Concept Plans
The following pertinent information shall be plotted on
I" = 100' scale aerial photo mylars:
. Natural and cultural features
. Public and private development
. Existing right-of-way and property lines
. North arrow and scale
. Aerial flight date
. Street names
c. Develop Viable Alternatives
Viable one-way pair alternatives shall be identified and
developed based on review of the traffic demand and
analysis, the project corridor and logical termini. Both
typical section and alignment alternatives shall be
developed.
d. Prepare Design Alternatives
The viable alternatives shall be plotted on base concept
plans in sufficient detail to permit evaluation of costs and
associated impacts.
e. Evaluation of Alternatives
Each alternative shall be analyzed and evaluated in terms
of economic, environmental and social impact. The
evaluation criteria shall include construction, right-of-way
and engineering costs, relocation estimates, business
damage estimates and environmental impacts.
Right-of-way costs shall be provided by the
DEPARTMENT.
f. Hydraulic Analysis (LHR)
The Hydraulic Analysis outlined in Section V.E.2 of
Exhibit A of the original Agreement shall be expanded to
include Cleveland Street.
DJUlWmBX.A-SV.DL
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V.FA.
V.G.5.
DlIBWmBll-A-SV.DL
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g. Soils
The Preliminary Geotechnical Report (dated April 15,
1992) submitted for Drew Street shall be revised to include
Cleveland Street.
h. Conceptual Desien Plans
After the viable alternatives are selected, Conceptual
Design Plans of the selected alternatives shall be prepared
in reproducible form on base concept plans. The
Conceptual Design Plans shall be prepared for use in
review and public involvement meetings.
Preliminary Eneineerine Reports
Sections V.F.1 through V.F.3 of Exhibit A of the original Agreement
shall be expanded to include documentation on the development and
evaluation of the one-way pair alternatives. This activity includes the
following:
a. First Draft Engineering Report
b. Second Draft Engineering Report
c. Final Preliminary Engineering Report
Environmental Documents
Sections V. G.1 through V. G A of Exhibit A of the original Agreement
shall be expanded to include documentation on the development and
evaluation of the one-way pair alternatives. This activity includes the
following:
a.
b.
c.
d.
Air and Noise Reports
Wetlands Evaluation Report
Environmental Data Report
Environmental Determination
Al-7
V.H.?
DRBWSTIIlX.A.SV.DL
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Public Meetings
a. Public Involvement
The ENGINEER shall collect public input throughout the study as
it pertains to the one-way pair alternatives. The ENGINEER may
be called upon to make presentations to concerned citizens and
interest civic or neighborhood groups. In addition to coordinating
and conducting these presentations, the ENGINEER shall prepare
the necessary displays and graphics for these meetings.
b. Mailing List
The ENGINEER shall identify and compile (from county tax rolls)
a mailing list of all persons owning property within 300 feet of
either side of the centerline of all viable alternatives to be
presented at the public meetings.
c. Displays and Graphics
The ENGINEER shall prepare the necessary displays and graphics
for use during the Alternatives Public Meeting and Public Hearing.
These graphics shall specifically illustrate the viable one-way pair
alternatives being considered.
d. Comments and Coordination Report
Comments on the one-way pair alternatives shall be summarized
and responded to for subsequent inclusion in the final Comments
and Coordination Report being prepared for the project as part of
the original Agreement.
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EXIDBIT B, SECTION IV
COMPENSATION
AMEND THE FOLLOWING:
N. With the addition of the services described in Amendment No.1, the maximum
limiting compensation is established at $686,830.29. This is based on the
following:
Amendment
No. 1 Total
Oriirlnal Fee Fee Fee
Labor Services(PBS&J):
DirectIReimbursable Expenses (pBS&J):
Subconsultants (Includes Direct Expenses):
Transportation Solutions. Inc.
Archaeological Consultants. Inc.
Florida Transportation Engineering
Scheda Ecological Associates
Cline/Conlee South
Total Maximum Limiting Compensation:
$333.465.00 $143,416.25 $476.881.25
32.944.80 8.771.40 41.716.20
78.202.81
9.876.35
11.456.93
4.364.00
26.120.00
$496.429.89
9.465.96
9.327.95
14.318.84
2.400.00
2.700.00
$190,400.40
87.668.77
19.204.30
25,775.n
6.764.00
28.820.00
$686.830.29
The basis for the additional service fee estimates of Amendment No. 1 is included
in the following pages.
B1-1
".MANHOUR TABULAllON SHEET - AMENDMENT NO.1
PROJECT: DREW STREET R>&E SllJDY .
PREPARED BY: POST, BUCKLEY, SCHJH & JERNlGIN, INC.
DATE: NOVEMBER 19,1992
PAGE I OF 3
I
STATE PROJECT NO. 15050-1501
WPA NO. 7117121
FAPNO. M-1464(9)
===================================================================================================:
1 EMPLOYEE CLASSIFICA liON I
1 ___________________.___________________________________1
I 1 1 1 1 1 I 1 1 1 1
ACTIVI1Y 1 PROJ. 1 PROJ. 1 SEN. 1 1 DESIGN./ I TECH.I 1 I 1 I I
I DIR. 1 MAN. I PROF. 1 PROF. I CADD I DRAFT. 1 ENVlR. 1 PLANNER 1 CLER. I TOTAL 1
---------------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I 1 1 I 1 1 I 1 1 1 1
V.B.3. ADDmONALAERIALA-OTOS 1 0 1 4 1 2 1 8 1 0 1 0 1 0 I 0 I 2 1 16 I
____~----------------------------I -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I 1 I 1 I I I I 1 1 1
V.C.4. EXISllNG HIGHWAY CHARACTERISTICS I 1 1 I 1 1 1 1 I 1 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 I I 1 1 I 1 1 I 1
a. FOADWAY I 0 1 12 1 16 I 40 1 24 I 24 1 0 1 0 I 8 1 124 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 1 I I 1 I 1 I 1 1
b. ACCIDENTS I 0 1 0 1 6 1 16 1 0 1 2 1 0 I 0 1 2 1 26 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 I 1 1 1 I I I 1 I
c. TflAFFIC (Collection & Reduction) I 0 1 0 1 24 I 40 1 0 1 4 I 0 1 0 1 4 1 72 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 1 1 1 1 I 1 1 1 1
d. EVALUATION OF ROADWAY PAVEMENT 1 0 1 4 I 4 1 8 I 21 2 1 0 1 0 I 2 I 22 I
---------------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 1 1 1 I 1 1 1 1 I
V.D.12.ENVlFON.DATACOLLECllON&ANALYSIS 1 1 1 1 I 1 1 I 1 1 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 1 1 1 1 1 1 I I I
a. SOCIAL AND ECONOMIC IMPACTS 1 0 1 4 I 2 1 4 I 2 1 2 I 24 1 20 1 2 I 60 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
- 1 1 1 1 1 1 1 1 1 1 I
b. NATURALAND PHYSICALlMPACTS 1 0 I 2 1 0 1 2 1 1 I 1 1 14 1 12 1 1 1 33 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 I I 1 1 1 1 1 1 1
c. UTIUllES 1 0 1 4 1 4 1 16 1 4 1 4 1 0 1 0 I 4 1 36 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 1 I 1 1 1 1 1 1 1
d. TflANSPORTAll0N PLANS I 0 I 2 1 2 1 4 1 0 1 1 1 0 1 2 1 1 I 12 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 I 1 1 1 1 I I 1 I
e. PERMITCOORDlNA1l0N 1 0 1 2 1 12 I 16 1 0 1 2 1 2 1 0 1 2 I 36 1
----~-----------------------I -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 1 1 1 I 1 1 1 1 1
1. BIOLOGICAL ASSESSMENT 1 0 I 2 1 2 1 2 I 0 1 2 1 16 1 0 1 2 1 26 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 I 1 1 1 1 I I 1 1
g. RELOCATION IMPACT 1 0 1 1 I 2 I 2 1 2 1 2 1 0 I 2 1 1 1 12 1
----------------~-----------I -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I 1 1 1 1 I 1 1 1 1
h. NOISE IMPACT ANALYSIS 1 0 1 2 1 1 1 0 I 0 1 0 I 0 I 0 I 1 I 4 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I 1 1 I 1 I 1 1 1 1 I
i. AIR IMPACT ANALYSIS I 0 I 2 1 1 1 0 1 0 I 0 I 0 1 0 1 1 1 4 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 I 1 1 1 I I I 1 1
j. HAZARDOUSMATERALS 1 0 1 4 I 60 1 120 1 8 1 24 1 0 1 0 1 24 I 240 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 I I 1 1 1 1 1 1 I 1 I
I k. ARCHEOLOGICALJHISTORICALASSESSMENT 1 0 1 2 1 ) 1 0 I 0 1 0 1 0 1 0 I 1 1 4 1
1 ---------------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 1 I 1 1 1 1 1 I I 1
1 V.E.1 CORRIDOR ANALYSIS 1 2 1 8 1 12 I 16 1 4 I 4 1 0 1 2 1 4 1 52 1
I ---------------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
81-2
- .MANHOUR TABULAllON SHEET - AMENDMENT NO.1
PROJECT: DREW STREET fD&E STUDY 1
PREPARED BY: POST, BUCKLEY, SCHJH & JEANI , INC.
DATE: NOVEMBER 19, 1992
PAGE Z. OF 3
I
STATE PROJECT NO. 15050-1501
WPA NO. 7117121
FAPNO. M-1464(9)
~~================================~=====~=================~=====~===========:===================:
I EMPLOYEE CLASSIFICA liON 1
I --------------------------------------------------
I I I I I I I I I I I
ACTIVITY I PROJ. I PROJ. I SEN. 1 I DESIGN.! 1 TECH.! I I I I I
I DIA. I MAN. I PROF. I PROF. I CADD I DRAFT. I ENVlA. I PlANNER I CLEA. I TOTAL I
---------------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I 1 I I I I I 1 I I
V.E.4.0NE-WAYPAlRAlTERNATlVES I I I I I I I I I I I
--~-------------------------I -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I I I I I I 1 I
a. TPAFFIC ANALYSIS & RERJRT I 2 I 12 I 240 I 208 I 0 I 66 I 0 I 0 I 40 I 568 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I 1 1 I I I 1 1
b.BASECONCEPTPLANS I 01 21 21 41 01 701 01 01 21 SOl
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I 1 I I 1 I I I
c. DEVELOPVIABLEALTE~llVES I 2 I 12 I 12 1 16 I 4 I 4 I 0 1 4 I 2 I 56 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I I I I I I I I
d. PFEPAREDESIGNALTE~llVES I 0 I 4 I 8 1 16 I 12 I 48 I 0 I 0 I 2 I 90 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I 1 I 1 I I I I I
e.EVALLUmONOFALlERNATIVES I 21 121 121 241 81 81 81 41 41 821
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 I I I I I I I I I I
f. HYDRAUUC ANALYSIS (LH~ 1 0 I 2 I 24 I 24 I 0 1 6 I 0 I 0 I 4 1 60 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I I I I I 1 I I
g. CONCEPlUAL PC)I'.ID LOCATION FERJRT I 0 1 2 I 12 I 20 I 0 I 4 I 0 I 0 1 2 I 40 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 --~---I -----1 -----1
. I I I I I I 1 I I I I
h. SOILS I 0 I 1 I 1 I 1 I 0 1 0 I 0 I 0 1 1 I 4 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I I 1 I I I I I
I. CONCEPlUALDESIGN PlANS I 0 I 4 1 4 I 12 I 4 1 40 1 0 I 0 I 2 I 66 I
---------------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I I I I I I I I
V.F.4. PFEUMINARY ENGINEERING FERJRTS I I I I I I 1 I I I I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I 1 I 1 1 1 I I
a. FIRST DRAFT ENGINEERING REPORT I 2 I 16 I 12 1 16 I 6 I 16 I 4 I 4 I 12 1 88 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I I I 1 I I I I
b. SECOND DRAFT ENGINEERING RERJRT I 1 I 1 1 2 I 2 I 2 I 4 1 2 I 2 I 8 I 24 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I I I I 1 I 1 I
I c. FINAL PREUMINARY ENGINEERING RERJRT I 2 I 4 I 4 I 8 I 2 I 4 I 2 1 2 1 8 I 36 I
I ---------------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I I I I I I I I I
I V.G.5. ENVlFONMENTAL DOCUMENTS I I I I 1 I I 1 I 1 I
I ----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I I I I I 1 I 1
a. AIR AND NOISE RERJRTS I 0 I 2 I 2 I 1 I 0 I 0 I 0 I 0 1 1 1 6 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I 1 I I I I I 1 1 I I
b. WETlANDS EVALUATION RERJRT I 0 I 2 I 8 I 16 I 2 I 2 I 2 I 0 I 4 I 36 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I 1 I I I I I I I 1 I
c. ENVIRONMENTAL DATA FEPORT 1 0 I 2 I ~ I 6 I 4 1 8 I 20 I 16 I 8 I 72 I
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I I I I I I I I I I I
d. ENVlFDNMENTAL DETERMINAllON I 0 I 2 I 8 1 0 I 0 I 0 I 20 I 4 I 2 I 36 I
---------------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
81-3
-. MANHOWR TABULAllON SHEET - AMENDMENT NO. 1
PROJECT: DREW STREET FO&E SllJDY L
. PREPARED BY: POST, BUCKLEY, SCI-UH & JEAN! . INC.
DATE: NOVEMBER 19, 1992
PAGE J OF 3
I
STATE PROJECT NO. 15050-1501
WPA NO. 7117121
FAPNO. M-1464(9)
::=======================================:=======================================:==================
1 EMPLOYEE CLASSIFICAllON I
1 _______________________________________________________1
I 1 I 1 I 1 I 1 1 1 I
ACTIVITY 1 PROJ. I PROJ. 1 SEN. I 1 DESIGN.! 1 TECH.I I 1 I 1 1
1 DIR. 1 MAN. 1 PROF. 1 PROF. 1 CADD 1 DRAFT. 1 ENVlA.1 PLANNER 1 CLEA. I TOTAL 1
---------------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I 1 1 1 1 1 I I I 1 I
V.H.7. PUBUC MEETINGS 1 I 1 I 1 1 I I I I 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I 1 I 1 I 1 I I 1 I I
a. COORDr'RJBUCOFFICIAlMTG'S 1 4 I 8 1 8 I 8 1 4 1 8 1 6 1 6 1 8 1 60 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I 1 1 1 1 1 I I I I I
b. MAIUNG UST 1 0 I 2 1 0 I 4 1 0 1 2 I 0 1 0 I 2 I 10 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
I 1 I 1 I I 1 I I I I
c. DISPLAYSANDGRAPHICS I 0 1 12 1 4 1 16 1 8 1 40 1 4 I 4 I 8 I 96 1
----------------------------1 -----1 -----1 -----1 -----1 ------1 -----1 -----1 ------1 -----1 -----1
1 1 1 1 I I 1 1 1 1 1
d. COMMENTSANDCOORDlNATDl REPORT I 2 1 4 I 2 1 2 I 0 1 2 1 1 I 1 1 2 1 16 I
===================================:=:=:====--===--===========:====================:====== =::===========:
======================================== =============:=================:==================:
LABOR SERVICES
SUBTOTAL MANHOURS BY CLASSIFICA liON
1 I I 1
19 1 161 I 524 1 698 1
I 1 1
103 I 406 1 125 1
I 1 1
85 1 184 I 2,305 1
81-4
"0
I
SUMMARY OF PBS&J LABOR COSTS - AMENDMENT NO.1
I
PROJECT: DREW STREET PD&E STUDY
PREPAFED BY: POST, BUCKLEY, SCHUH & JERNIGAN, INC,
DAlE: NOVEMBER 19,1992
EMPLOYEE FY 1992-93
CLASSIFlCAll0N MAN HOURS RA lE ($/HR) TOTAL ($)
--------
Project Director 19 $132.50 $2,517.50
Project Manager 161 95,50 15,375,50
Senior Prof. 524 89.25 46,767.00
Professional 698 56.75 39,611.50
Designer/CADD 103 53.00 5,459,00
Tech./Drafter 406 35.00 14,210.00
Environ. Scient. 125 63.00 7,875.00
Planner 85 67.75 5,758,75
Clerical 184 31.75 5,842.00
---------
--------
2305 $143,416.25
81-5
. .
I
I
ESTIMATE OF DIRECT/REIM8URSABLE EXPENSES (Page 1 OF 2) - AMENDMENT NO.1
PROJECT: DREW STREET PD&E STUDY
PREPARED BY: POST, BUCKLEY, SCHUH & JERNIGAN, INC.
DATE: SEPTEMBER 15, 1992
----------------------------------------------------------------------------------------
MATERIAL (Mylar)
7 sht x
$6.00 =
$42.00 (TOT AU
REPRODUCTION (Sepias, 8lueline, Xerox)
I I Sepia 1 8luel ine I Xerox I
1--------------------------------------------1-----------1---------------1--------------1
IAdvance Notification Package I I I 0 I
1--------------------------------------------1-----------1---------------1--------------1
IHazardous Materials Report I I I 1,000 I
1-----------------.----------.-------.--..-.-1-.--..-----1---------------1----.---------
ITraffic Technical Memorandum I 1,500
1--------------------------------------------1----------- --.------------ --.-..--------
ILocation Hydraulic Report I
1-----------------------_._------------------1----------- --------------- --------------
IConceptual Pond Location Report I
1-----------------------------------------.-. ----------- --------------- --------------
ICorridor Base Maps
1--.....-----.-----------------------------.. ----------- --------------- --------------
IBase Conceptual Plans
1-------------------------------------------- ----------- --------------- --------------
IConceptual Design Plans
1-------------------------------------------- -------.--- --------------- --------------
113 Points Summary Report
1--------------------------------------.----- ----------- -------.--.---- --------------
IFirst Draft Engineering Report
1-------------------------------------------- -----------1--------------- --------------
ISecond Draft Engineering Report I 250 I
1-------------------------------------------- -----------1--------------- --------------1
IFinal Engineering Report I 750 I
1-------------------------------------------- -----.-----1--------------- --------------1
IWetlands Evaluation Report I I 60 I
1------------.-------------------.-----------1-----------1--------------- -.------------1
IDraftEnvironmental Data Report I I 100 I
1---.----------------------.--.---------.----1-----------1--------------- ------.-------1
IFinal Environmental Data Report 1 I 150 I
1--------------.----"-----..-------.-.-------1---.-------1---------------1--------------1
IDraft Environmental Determination (Cat. Ex.)1 I I 30 1
1----------------------.-------------------.-1-------.---1---------------1--------------1
IFinal Environmental Determination (Cat. Ex.)1 I I 30 1
1-----------------------------------------..-1-----------1---------------1--------------1
Iproject Miscellaneous 1 7 I 140 I 350 I
1----------------.----------------.----------1----.------1---------------1--------------1
I TOTAL SHEETS 1 28 I 490 I 4,980 I
1--------------------------------------------1-----------1----.----------1--------------1
REPRODUCTION COSTS:
Mylar Sepia =
8luel ine =
Xerox =
500
30
7
70
7
140
7
140
30
200
28 sheets
490 sheets
4,980 sheets
iil
iil
iil
$7.90 / -sheet =
$0.51 / sheet =
$0.10 / sheet =
$221.20
$249.90
$498.00
----------------------------------------------------------------------------------------
TOTAL EXPENSES (Page 1 of 2) =
$1,011.10
81-6
,
.
I
ESTIMATE OF DIRECT/REIMBURSA8LE EXPENSES (Page 2 OF 2) - AMENDMENT NO. 1
PROJECT: DREW STREET PD&E STUDY
PREPARED BY: POST, BUCKLEY, SCHUH & JERNIGAN, INC.
DATE: SEPTEM8ER 15, 1992
I
TRAVEL
-------------------------------------------------------------------------------------------------------------------
To/from P8S&J
(Per Diem)
(Com)
(RentaL)
To/from PBS&J
(Per Diem)
(Com)
(Motel)
(Rental)
Tallahassee office:
o trips x
o trips x
o trips x
person x
person x
days/trip x
1 day/trip x
5326.00 per/trip =
540.00 daiLy rate =
2 day/trip x
5120.00 per/trip =
550.00 per night =
540.00 daiLy rate =
59.00 per diem =
518.00 per diem =
TOTAL
50.00
50.00
50.00
50.00
50.00
50.00
50.00
=
50.00
Miami office:
o trips x
o trips x
o trips x
o trips x
person x
person x
person x
days/trip x
POSTAGE
-------------------------------------------------------------------------------------------------------------------
=
5290.00
1000 pieces @ 50.29
TOTAL
-------------------------------------------------------------------------------------------------------------------
COMPUTER AIDED DESIGN/DRAFTING
CADD - 75 hours @
Microcomp . 150~hours @
535.00 per hour = 52,625.00
515.00 per hour = 52,250.00
TOTAL
-------------------------------------------------------------------------------------------------------------------
= 54,875.00
TELEPHONE & SHIPPING
12 months @ 550.00 per month
TOTAL
-.----------------------------------------------------------------.------------------------------------------.------
5600.00
OTHER
Presentation 80ards
PMT's
FiLm Purchase & Processing
10 pieces @
21 pieces @
5 rolls @
Database Service for Environ. Records
CoLor Copies for Haz. Mat.
HistoricaL AeriaLs
AdditionaL AeriaL Photos (7 sheets @ 1"=100')
(Covered in originaL Agreement; ACA, Inc.)
545.00 per piece =
515.00 per piece =
516.06 per roLL =
5450.00
5315.00
580.30
= $800.00
= 570.00
= 5280.00
= 50.00
TOTAL
TOTAL EXPENSES (Page 1 of 2)
TOTAL EXPENSES (Page 2 of 2)
TOTAL EXPENSES
Bl-7
= 51,995.30
=
51,011.10
57,760.30
=
58,771.40
~
0A
I TRANSPORTATION SOLukIONS, I
. f\ .:.' v IY.:;:' '1
fB S J, . ',' .,... ~
- TAr;~'=' i
.
--- ;;
\ ~
I, _.___." _____ _ ~
June 29, 1992
Mr. Dan Kelly, P.E.
Post, Buckley, Schuh & Jernigan, Inc.
5300 West Cypress suite 300
Tampa, FL 33607
._.____ "f
.
~
~
~
.
Reference: Additional Services
Drew Street PD&E Study
"to
,
. .
-.....--'.-----.. t..
t
FILE
Df!~:r n.::lr.~
Enclosed for your use are our labor hours and cost estimates to
provide air quality, noise and public involvement services for the
expansion of the Drew Street study.
The estimated increase represents about a 20 percent increase in
air quality services, 40 percent in noise services and about a 7
percent increase in public involvement effort. Overall, the
additional studies amount to an increase of about 12 percent.
We have assumed that air quality analysis of additional
intersections and noise monitoring and analysis for representative
noise sen~itive sites would be required along Cleveland Street.
For public involvement we have shown efforts in securing names of
property owners along Cleveland street to update the mailing list;
preparation of a new board mounted exhibit showing the new limits
of the study; additional handouts for the public meeting;
additional newsletters needing to be sent due to the expanded
number of people affected; one additional meeting resulting from
the modified scope and the inclusion of additional public input
into the comments and coordination report.
Thp tot:a.l ~O!!t fer tb~=~ &dditio:i"l sc~,riceo i::~luding out-of-
pocket expenses amounts to $ 9,465.96.
Should you have any questions concerning the enclosed, please do
not hesitate to call.
Sincerely,
Richard D. Alberts, P.E.
Principal
RDA:ar
Enclosures
81-8
Rocky Point Island Reserve · 2709 Rocky Point Drive
Suite 202 · Tampa, FL 33607 · 813-289-3332
--------.--..---s-.D-.s.--.--==-==s-==I~=_.==...=.__.._=.___==____._________=_.___..I.=--..--=-a--~.-====.=-==.-.
:__ : BMPLOYBE CLASSIFICATION" : : ..
. Drew Street PD'E Manhoure .---~---------------------------------------~---------------.. ..
: Transportation Solutions, Inc. Only .: TOTAL .:
: ADDITIONAL SERVICES .. HOURS ::
TASK PM SR PLNR :DRAP/TECR:ENVIRON : PLANNER .CLERICAL:: .:
1_______________________________________1_________1___------:---------1---------1---------1---------11---------II
Al NOTICE TO PROCBED MEETING I 0 : 0 . 0 : 0 . 0 . 0 .. 0 :1
:---------------------------------------1---------:---------:---------.---------.---------:---------::---------I:
: A2 PUBLIC INVOLVEMENT PLAN 0 : 0 : 0 : 0 : 0 : 0 I: 0 ::
:---------------------------------------:---------:---______._________:---------1---------.---------..---------.:
. A4 INTRODUCTORY/KICK OFF MEETINGS : 0 : 0 : 0 : 0 : 0 : 0 .. 0 ..
1---------------------------------------:---------1---------1---------1---------1---------1---------11---------II
. D8 NOISE IMPACT DATA 2 : 6 . 6 : 24 : 0 : 2 .. 40 ..
._______________________________________._________1_________1_________:_________1_________1_________:.______---I:
. D9 AIR QUALITY IMPACT DATA 2 : 6 : 6 : 8 : 0 : 2 .. 24 ::
1---------------------------------------1---------1---------1---------1---------1---------1---------11---------.:
. G1 PREPARE AIR , NOISE" IMPACT REPORTS : 2 : 2 . 2 I 2 . 0 : 2 .: 10 ..
1_______________________________________:_________:_________:_________1_________._________1_________11______---I'
: H1a MAILING LIST PREPARATION 0 : 0 : 0 : 6 : 16 : 8 :: 30 ::
:_______________________________________:_________:___------:---------:---------.---------1---------1.---------II
. RIb IDENTIFY , INSPECT MEETING SITES 0 : 0 : 0 : 0 . 0 . 0 .. 0 .:
._______________________________________:_________:___------1---------1---------1---------1---------11---------II
. HIe COLLECT PUBLIC INPUT 0 : 0 : 8 . 0 : 4 : 4 :: 16 ::
1---------------------------------------:---------:---------1---------:---------1---------1---------11---------I:
: H2 ALTERNATIVES PUBLIC MEETING
o :
4 :
8 :
o :
4 .
4 "
20 ..
.---------------------------------------:---------.---______.---------.---------.---------.---------..---------I'
. H3 COORDINATION MEETINGS LOCAL OFFICIA: 8 . 0 . 0 . 0 . 0 . 0 8 ..
:---------------------------------------1---------.---------1---------1---------1---------:---------::---------II
. H4 COMMENTS , COORDINATION REPORT
o :
4 :
o :
o .
4 :
o "
8 ..
.---------------------------------------:---------.---------.---------.---------.---------1---------..---------'1
. H5 PUBLIC HEARING 0 : 0 . 0 . 0 . 0 . 0 .. 0 :.
.---------------------------------------1---------1---------.---------1---------1---------1---------11---------II
: H6 LOCATION/DESIGN ACCEPTANCE NOTICE
o :
o :
o :
o :
o .
o ..
o I:
1---------------------------------------1---------1---------:---------:---------.---------1---------.,---------"
o :
o :
o :
o :
o .
o I:
o "
1_______________________________________1_________1___------.---------.---------1---------.---------11---------II
o : 0 : 0 . 0 : 0 . 0 .. 0 ..
._______________________________________1_________1_________1_________1_________1_________1_________11______---11
o : 0 . 0 . 0 . 0 . 0 .. 0 ..
.-------------------~-------------------:---------.---------.---------:---------.---------.---------..---------..
. 0 : 0 . 0 . 0 : 0 . 0 .. 0 ..
1_______________________________________1_________1_________1_________1---------1---------1---------11---------II
o :
o :
o :
o :
o .
o II
o I:
:---------------------------------------:---------:---------.---------.---------1---------.---------.:---------..
o : 0 : 0 : 0 I 0 . 0 :: 0 .:
1_______________________________________1_________1___------1---------1---------1---------1---------11---------II
o :
o :
o :
o .
o I
o ..
o ..
1_______________________________________1_________:_________:_________1_________1_________._________:1______---I:
. 0 . 0 : 0 . 0 . 0 . 0 .: 0 ..
1_______________________________________1_________1_________1_________1_________1_________1_________11______---I'
. O. O. O. 0: 0: 0.. 01:
1---------------------------------------1---------1---------:---------1---------.---------1---------11---------"
. 0 : 0 . 0 . 0 : 0 : 0 :. 0 ..
.---------------------------------------1---------1---______:_________I_____~___I---------I---------II---------II
o :
o :
o .
o :
o :
o ..
o ..
:_______________________________________1_________1___------1---------1---------1---------.---------::---------II
o : 0 : 0 : 0 . 0 . 0 :: 0 ..
:---------------------------------------1---------.---------1---------:---------1---------1---------:1---------I:
o .
o .
o .
o .
o I
o "
o ..
la====__.......____________._____.___===I.______=_I...------:---------1----..---1---.-----1--------.,1-=--.----"
. TOTAL
14 :
22 :
]0 .
40 .
28 .
22 ..
156 ..
..__....._====.._=..........=___..____=.=____..__=_......_e....................._......._.._........___...._---.-
81-9
I
I
1---------..._=___..==_________======___===__====_=___..________................___c.....______=__...__==___.-...:
. DREW STREBT LABOR COSTS
. NOVEMBBR 1, 1991-SEPTBMBBR 30, 1992
PM
SPLN
D/T
: ::
. PLN/ENV ,CLERICAL.,
TOTAL
,-
-,-
-.-
I .,
-:- - - - -:- - - - -,,---------------------,
ADDITIONAL SERVICBS
, $107.46. $60.16, $35.81, $50.15, $20.77 I' BOURS
FBB
1---------------------------------------1---------1---------1---------1---------1---------11---------1-----------1
. AIR AND NOISB 4 , 8 : 8 , 24 , 4 ,. 48 , $2,484.28 .
1---____________________________________:_________1___------1---------1---------1---------11---------1-----------1
, PUBLIC INVOLVEMENT . 0 . 0 , 8 . 18 , 8 .. 34 . $1,355.34 ,
1---------------------------------------1---------,---------.---------1---------,---------:,---------.-----------.
: 0 . 0 , 0 I 0 , 0 ,. 0 . $0.00 .
.---------------------------------------:---------:---------,---------1---------1---------11---------1-----------t
. 0 , 0 . 0 . 0 I 0 .. 0 . $0.00 .
1---------------------------------------.---------,---------.---------.---------.---------..---------.-----------.
o . 0 , 0 : 0 . 0 .. 0 : $0.00 ,
1---------------------------------------:---------1---------1---------,---------.---------11---------1-----------1
o ,
o .
o ,
o .
o "
o .
$0.00 .
1---------------------------------------:---------1---------1---------1---------.---------:.---------1-----------.
o ,
o ,
o ,
o ,
o "
o :
$0.00 ,
1---------------------------------------1---------:---------.---------1---------1---------11---------1-----------1
o .
o .
o ,
o .
o ..
o ,
$0.00 .
1---------------------------------------1---------1---------.---------1---------.---------1.---------.-----------1
o ,
o ,
o I
o .
o "
o ,
$0.00 .
:---------------------------------------:---------1---------1---------:---------.---------11---------1-----------:
o ,
o ,
o ,
o .
o II
o :
$0.00 :
.---------------------------------------:---------:---------1---------1---------1---------11---------1-----------1
o : 0 , 0 , 0 : 0 II 0 , $0.00 I
.---------------------------------------.---------:---------,---------.---------,---------..---------.-----------.
. 0 , 0 , 0 . 0 . 0 .. 0 . $0.00 .
.---------------------------------------.---------,---------.---------,---------.---------..---------.-----------.
. 0 , 0 . 0 , 0 . 0 .. 0 . $0.00 .
1---------------------------------------:---------1---------1---------1---------1---------11---------1-----------I
o ,
o .
o ,
o .
o "
o .
$0.00 ,
1---------------------------------------1---------1---------,---------1---------1---------1'---------1-----------1
. . 0 . 0 . 0 , 0 , 0 .. 0 . $0.00 .
.---------------------------------------.---------1---------1---------1---------1---------11---------1-----------1
. 0 . 0 . 0 . 0 , 0 " 0 , $0.00 .
,---------------------------------------,---------,---------.---------.---------,---------,.---------.-----------,
, 0 , 0 . 0 . 0 . 0 .1 0 , $0.00 .
l.e.==__D..Dc=_a__ms======._____e=====~_I__B=_====:_______e=:_____e=__I_________.________=II______=__I__==ae__._~I
, TOTAL
4 .
8 .
16 .
42 ,
12 "
82 , $3,839.62 .
1===-_.____==__=====____.===========_======_==_..=..=_...e====.....____=__.______..........................._._._:
TOTAL LABOR PEE
.. OUT-OF-POCKET BXPENSBS
$3,839.62
$0.00
TOTAL PEE
$3,839.62
81-10
'.
I
I
1________________=____________~~~_=OBS_==___e=__=__D___...~._________._______.___._______________._._____.__._---.
I DREW STREET LABOR COSTS
, OCTOBER 1, 1992-MAY 1,1993
PM SPLN
D/T
"
, PLN/BNV ,CLERICAL . I
TOTAL
, ADDITIONAL SERVICES
t- -,- -1-
, $112.83' $63.17,
-1- -1-
$37.60' $52.66.
" .
-..---------------------1
$21.81.. HOURS FBB
1_______________________________________:_________:_________:_________1_________1_________.1_________:______-----1
. AIR AND NOISE
2 ,
6 .
6 ,
10 I
2 "
26 , $1,400.50 ,
1_______________________________________:_________:___------1---------,---------1---------'1---------1-----------1
. PUBLIC INVOLVEMENT 8 , 8 , 8 . 16 , 8 ., 48 , $2,725.84 I
1---------------------------------------1---------1---------I---------I---------I---------II---~-----I-----------1
o ,
o ,
o .
o .
o "
o ,
$0.00 .
1---------------------------------------.---------1---______1_________1_________1_________11_________1______-----:
o ,
o ,
o :
o ,
o "
o ,
$0.00 ,
1--_____________________________________,_________:___------1---------1---------1---------11---------1-----------1
o , 0 . 0 . 0 . 0 .. 0 1 $0.00 .
._______________________________________._________.___------.---------1---------.---------1.---------.-----------.
o , 0 : 0 : 0 : 0 ,: 0 , $0.00 :
,---------------------------------------.---------,---------,---------,---------.---------..---------.-----------,
o , 0 . 0 I 0 . 0 .. 0 . $0.00 .
._______________________________________,_________.___------.---------1---------.---------..---------.-----------.
: 0 , 0 . 0 , 0 , 0 ,. 0 , $0.00 .
1---------------------------------------:---------,---------1---------,---------1---------1.---------:-----------.
o : 0 : 0 . 0 , 0 ,. 0 , $0.00 .
1---------------------------------------,---------1---------1---------1---------1---------1'---------1-----------,
, 0 , 0 . 0 1 0 , 0 " 0 . $0.00 .
:---------------------------------------,---------:---------,---------:---------,---------11---------1-----------1
o : 0 , 0 . 0 , 0 " 0 : $0.00 .
,---------------------------------------.---------.---------,---------.---------1---------..---------.-----------.
. . 0 , 0 , 0 , 0 . 0 .: 0 . $0.00 .
:---------------------------------------1---------1---------.---------I---------,---------tl--~------I-----------1
o , 0 , 0 , 0 , 0 " 0 , $0.00 :
.---------------------------------------,---------.---------.---------.---------.---------.,---------.-----------1
, 0 , 0 , 0 , 0 . 0 :. 0 . $0.00 ,
,---------------------------------------,---------1---------,---------,---------1---------11---------,-----------1
o , 0 . 0 . 0 . 0 .. 0 . $0.00 .
:---------------------------------------:---------:---------1---------,---------1---------'1---------1-----------1
o , 0 : 0 , 0 . 0 :, 0 , $0.00 ,
:---------------------------------------:---------,---------1---------1---------.---------.1---------1-----------.
, 0 . 0 , 0 . 0 . 0 ., 0 . $0.00 .
,=8========__==_======______======____==:=__===__=1___--____._________,_________.___._____1._________.__________at
, TOTAL
10 :
14 ,
14:
26 ,
10 ::
74 : $4,126.34 :
J=====_===========================_===================.=_=_e=_e.___.____.e.==___._.___.D_.==.==.==.._._=~a~m-----1
. TOTAL LABOR FBE
.. OUT-OF-POCKET BXPENSES
$4,126.34
$0.00
TOTAL PEE
$4,126.34
81-11
. '-
I
DREW STREET
TRANSPORTATION SOLUTIONS, INC.
ADDITIONAL SERVICES
Out-of-Pocket Exoenses
Xerox
I
Notification of Additional Property Owner Letters
2000 @ .10/copy
Four Newsletters (Additional letters)
4 x 2 pages x 100 distribution x .10
Additional Public Meeting/Hearing handouts
@ 2 pages ea x 125 copies x 2 meetings/
hearings x .10
Reports
Draft Comments and Coordination Report
(Additional Pages)
100 pages x 5 copies x .10
Final Comments and Coordination Report
(Additional Pages)
100 pages x 5 copies x .10
3 copies of hearing transcript letters
received, and publications etc. assume
an additional 100 sheets @ 3 copies each
300 sheets for distribution
Mailinqs
Additional Notification Letters
2000 @ .35/per mailout
Additional Newsletters to be Mailed
400 (4 x 100) at .35 per mailout
Ot.her
Tax Assessors Office Computer Time
TOTAL ADDITIONAL OUT-OF-POCKET COSTS
81-12
200.00
80.00
50.00
50.00
50.00
$
30.00
460.00
$
700.00
$
140.00
840.00
$ 200.00
$ l,500.00
I
ARCHAEOLOGICAL CONSULTANTS INCORPORATED
POST OFFICE BOX 5103 / SARASOTA. FLORIDA 34277-5103 / TELEPHONE (813) 955-6876 / FAX (813) 365~
I1Q I
CLEVEU\ND S'l'~l'
CULTURAL RESOURCES ASSESSMENT
COST PIDFa;AL
Bill Backgr . Field Report MeetingS/
Task Rate Res. Survey lab Writing Planning Costs
Personnel
P.M. $45.00 0 0 0 8 16 $1,080.00
P.l. 40.00 8 0 0 24 0 1,280.00
Proj. Arch. 32.00 8 16 4 16 0 1,408.00
Sr. Hist. 32.00 20 24 0 80 4 4,096.00
Arch. Tech. 14.50 0 24 4 0 0 4Q6.00
. Crew 10.80 0 16 0 0 0 172.80
Crew 10.80 0 16 0 0 0 172.80
Clerical 10.80 0 0 0 40 0 432.00
Total Labor Cost: $9,047.60
Direct Expenses:
Film and ProcessiIlg
+ 40 buildings X 3 prints each
~5.00 per roll; $35.00 per roll
Processing - 3 rolls needed
$120.00
Leased vehicle: daily rate
$18.34 X 3 days (Archaeologists)
55.35
Mileage (Historians)
$0.20 X 150
Peport printing/binding
:t 50 pages X 6 copies
Total Direct Expenses
30.00
75.00
$280.35
TOrAL PRQJEC1'ED JOB OOST: $9,327.95
81-13
'.
ARCHAEOLOGICAL CONSUlTAf\j"TS INCORPORATED
I
I
After driving Cleveland Street on June 26, 1992 and calling
the FMSF office in Tallahassee, \VIe have dete:rmined there to be
approximately 40 structures requiring new FMSF fonns. One
structure, the Cleaxwater Post Office at 650 Cleveland Street,
is currently listed in the National Register. Another structure,
503 Cleveland Street, has an existing FMSF fonn but would require
an update. There are two fOtentially significant buildings which
might require DOE's: the Calva..ry Baptist Church at 331 Cleveland
Street and the Bank of Clearwater at 500 Cleveland Street.
81-14
. ,
I
I
DREW STREET WIDENING
ONE-WAY PAIRS CONCEPT (CLEVELAND STREET)
City of Clearwater, Florida
TOTAL CONTRACT FEE COMPUTATIONS FOR
SCHEnA ECOLOGICAL ASSOCIATES
Labor
Senior Environmental Scientist
- 40 hours @ $60.oo/hour
$ 2,400.00
Direct Reimbursables
None.
$ 0.00
Jrotal ~~..................................................................
$ 2,400.00
(06-29-92)
B 1-15
I
I
~
f-o
g
o 00
N
00 ~
,
...
1! i
o ~
~ ~
g.,
~ ] ...
~
:s .- G)
.2 c:::
~ u .E! e
0 ~Q
~ 00 ..
00
f-o <
tn ...;l
Q <
j <<I S
0 "0 U
Z .t:: .- c:l_
- u:l ..9 ~ ~ .~
Z
u:l > ~ S c:l 5$
Q ~ ~ e 'u
~ 0 .- tn
(J ~ i;
'-' ~ u:l
Iii f-o ~
g.,
u:l u:l <
~ (J
Z - &J s
tn 0 u 55
~ (J ...... =
tn 0 U ~-
ClI::: ~ 00 e .~
Q :( .- ~ .- c:l ~ 00 00 ~ ,
U > G)
g., c:l .-
>- ~ u:l~
< ~
~ 00 '6
u:l ~ tn
Z
0 0
~ ~
Ill)
a
~
ij
'2' -
0 g., ~
'"
lXl 'r;; ~ =
< >. ~ ::s
..J "ii 8 ~
~ Q ::s
c:l G) S ~ 8
0:: ~ Q
.S! ....:.. e u:l
- 1 ~
] as - c:::
"0 ~ ~ e u:l
(J oil 02' Q c:::
.c 0 I e
~ (J g., e :2
~I ri iii cO g., Q
Q '-' F-
~ f"\ f"\ ~ II') 0
ci Q ~ u:l 0 0 F-
81-16
;. 't_
I
I
SDBCORSU1'JPA1iPJ!: I'LOlU:DA !!lWI~OH E!IG:IlIEE1UB'G
PBOJECT: DRBII S~ PD&B S":mDy
AC".r.L v .L~X: BIFFLe DAn CnT.T.'RC'rrOll (DSK V.C2)
EIlPLO!BB . !.'ODL ~R()R LABOR
CLASSD']:r~-A"'IOlI ....HI JU.RS RUE !'BE
P%oject lfanager 8 $88.92 $ 711.36
Senior BnqiDeer 16 67.36 1,077.76
senior '!!&en"'; c1cm. 89 49.85 4,436.65
!!eclmi.cimL 267 28.29 7,553.4:3
CJ.erica1 16 18.89 302.24
~ Labor Fees $1.4,081.44
IJIntal D.i.%&ct ~...CO'_ 237.40
~ Fee $11,318.84
81-17
. .
I
I
laSMU.T "1IR()tJS ~ om OF POCkB':r JaPD'SES
munr S"mEKT
STATE PRO.mCT NO.
W.P.I. NO
.AElUAL PHOTOGRAPH!'
1t.OADWAY
lUC2l OF WAY MAPS
SHEETS X $
SHEETS X $
=
-
J!ATBRUL (H!LAR)
SHRE1'S X $
r
J
'RRI)RODtrCTIQI
BLUELDlE
SEPI1\
X1l:RnX
PHASE I (30%>
PHASE II (60%)
PHASE III (90\)
PHASE :IV (100\>
BRIDGE PR.E.LIICDl:ARY
BRIDGE FIDL
KISCfi.T.QEOUS
TODL SBEE~S
COST PER SBBET
romLS
474
474
S $ $ 0.10
$ $ $ 47.40
I 47.40
TRAVEL (PROM' 'Pnnt#4 Gnrda..P1. )
TO PROJECT:
CI'D DmQ _ ~ x _ peap1a 41: $ _ Ga:1&It:;:1p x $_ IIBr d1.- . _
(0;111) t:C.IlS ~ l*JPla x $ ~ 1:Z:ip ..
(l!aV) 10 1Z1pI X ~ .u.. X $ ~ pee IIU8 . 100;00
(DII!I!Iit) _ 1:z:::I.ps X z:::=... -./:p X $ _ eIAUy ft8 + _ m. X $_ rte)- __
TO DISTRICT:
(1'DD DZIM) _ t:r::lpa x _ ~ % $ _ ~1'I:I:::1p x $_ po: di8m ..
CeDI) t:rlps X pl!lIlIp1e % $ per 1:d.p ..
(JOIr) ~ z - mUss x $ - par mUe ..
(DE!AL) _ ~1"'l1r r:=.. ~ % . ==: ~ -.. . _ m.. :z: ~_ ......)-
TO ~T.T.:a1n.~SEE:
CI'lm nJ:Dl) _ t:clp& x ~ % S ~t:ip X $_ pc 4i&m a
(CCIQ tdpa :I: == plIepIO Z $ == p8Z ~ ..
CJCWl =:tils z: .u.. X s _ por ...,,. _
(DIII!II.) _ toz:1iIs X r::=..: ~ X $ _ liiIily ne . _ m. X $_ rte)-
~- r 1M.nn
................. a !I!Bro1K'DCIIID , ::J
-=-- e 0
30 /8lIUI:h
90.001
~ ~._--- - 237.40
81-18
... ~
~
~tCLINE I
~- ~ c 0 ?S~~7N: ~?~TR~
157 STEVENS AVENUE. P.O. BOX 1689. OLDSMAR, FL 34677
(813) 855-6645 . (813) 785-8834 . (813) 855-6392 FAX
July
Mr. Abed Daas
Post, Buckrey, Schuh and Jernigan, Inc.
5300 West Cypress Street
Suite 300
Tampa, Florida 33607
RE: Cleveland Street
Existing Pavement Evaluation
Clearwater, Florida
Dear Mr. Daas:
~ECEIVfD
~Ul1 0 0 1992
f B SJ, INC.
TAMPA
I
J
I
FILE
Pursuant to our telephone conversation of July 1, 1992 we
are hereby transmitting the requested scope of work and fee
schedule for the above referenced project.
Our services relative to this project are as follows:
1. Perform one core through the road. surface and base
material every 700 + feet.
2. Perform one 6 foot auger
location.
classification
3. Patch each location.
4. Submit report documenting our findings.
at
each
Our field work will also include providing traffic control
during field operations.
If you have any questions, or if we can be of help
finalizing this agreement, do not hesitate to contact our office.
Respectfully Submitted,
cJ~>?/$~ f/C-
Theresa M. Bailey, P. E.
Vice President
81-19
SPECIALISTS IN CONSTRUCTION TECHNOLOGY
l~:a ~~ .
I
I
EVALUATION OF EXISTING CLEVELAND STREET ROAD SURFACE
BASE AND SUBBASE
FROM HILLCREST AVENUE TO BELCHER ROAD
CLEARWATER, FLORIDA
1.
Core and 6 Foot Auger - Includes Core,
Auger and Patch: One every 700 + feet
for a 2 mile section of road:
15 locations at $65.00/each
.
Lump Sum
2. Technician Time:
Estimate 2 days at $600.00/day
Lump Sum
... Equipment Charges - Core Machine
.).
and Generator:
Estimate 2 days at $50.00/day
Lump Sum
4. Traffic Control:
Tow Behind Arrow Board Lump Sum
5. Report Lump Sum
ESTIMATED TOTAL
Note:
Mileage will be charged
(portal to portal).
separately
81- 20
$ 975.00
1,200.00
100.00
125.00
300.00
$2,700.00
at
$0.35/mile
~
~