Item 06 Consideration to Approve Expenditure of $37,510 from Stormwater Project Funds (312) for the Design and Permitting of the Center Street Drainage System and Award Project to Professional Engineering Consultants (PEC)
~
AGENDA ITEM COVER SHEET
Contact Name:
Contact Number:
Bob Zaitooni
6002
Meeting Date: April S, 200S
Item # (p
Reviewed By: ~~
Department Director:
City Manager: __ ~
Subject: Design & Permitting of Center Street Drainage System
Background Summary:
This project is the Phase 2 of the overall drainage improvement project which includes the design, preparation of plans,
and permitting of the drainage collection system. This is the companion project to Center Street l00-year Retention
Pond currently in final design. A proposal by Professional Engineering Consultants (PEC) for the survey, design,
preparation of plans, and permitting for $37,510 is enclosed. The project will be funded from the Stormwater Project
Funds (312).
Issue:
City Commission to authorize funds and approve issuing a Purchase Order to PEe.
Recommendations
Authorize $37,510 from Stormwater Project Funds for the surveying, design, preparation of plans, and permitting and
approve award of the project to PEe.
Attachments:
Proposal & Scope of Work
Financial Impact:
The funds are available from Stonnwater Project Funds with a balance of $70,000.
Type of Item:
o Public Hearing
o Ordinance First Reading
o Ordinance First Reading
o Resolution
o Commission Approval
o Discussion & Direction
For Clerk's DeDi Use:
~ Consent Agenda
o Public Hearing
o Regular Agenda
o Original Document/Contract Attached for Execution by City Clerk
o Original Document/Contract Held by Department for Execution
"5/2--Dt {~5"
I25j N/A
D N/A
D N/A
Reviewed by City Attorney
Reviewed by Finance Dept.
Reviewed by ( )
Commissioners
Danny Howell. District 1
Scott Anderson. District 2
Rusty Johnson. District 3
Nancy J. Parker. District 4
Mayor
S. Scott Vandergrift
City Manager
Robert Frank
STAFF REPORT
TO:
The Honorable Mayor and City Commissioners
FROM:
Bob Zaitooni, Director of Public Works
DATE:
March 29, 2005
RE:
Design & Permitting of Center Street Drainage System
ISSUE
Should the Honorable Mayor and City Commission authorize $37,510 from Stormwater Project Funds for the
survey, design, preparation of plans, and permitting of the Center Street drainage system; and approve award of
project to Professional Engineering Consultants (PEC), Inc.?
BACKGROUNDIDISCUSSION
This project is the Phase 2 of the overaU drainage improvement project which includes the survey, design,
preparation of plans, and permitting of the drainage collection system on Center Street from Orange Avenue to
Starke Lake Circle. This is the companion project to Center Street 100-year Retention Pond currently in final
design. The construction portion of the project is funded in FY 06-07 in City's 5-year C!P.
A proposal by Professional Engineering Consultants (PEC) for the survey, design, preparation of plans, and
permitting for $37,510 is enclosed. The funds are available from Stormwater Project Funds with a balance of
$70,000.
RECOMMENDATION
Staff respectfully requests that the Honorable Mayor and City Commission to authorize $37,510 from
Stormwater Project Funds for this project; and approve award of the project to Professional Engineering
Consultants, Inc.
PEe
PROFESSIONAL ENGINEERING CONSUL TANTS, INC.
March 8, 2005
P-5062
Mr. Buddy Elmore
Stormwater Supervisor
City of Ocoee .
301 Maguire Road
Ocoee, Florida 34761
Re: Center Street Phase IT Drainage Improvements
Contract No~ 0404
Dear Buddy:
Per your request, please find enclosed two (2) copies ofthe following documents for your review and
approval associated with implementing the proposed drainage improyements:
· Exhibit "A" (Scope of Work);
· Exhibit "B" (Manhour and Fee Estimate);
· Exhibit "C" (Estimate of Indirect Expenses); and
· Exhibit "D" (SubconsuItant Supporting Documentation).
We look forward to the opportunity to continue serving the City ofOcoee on this assignment. If you
have any questions regarding the enclosed documents, please contact me directly at 407-422-8062,
extension 194, or bye-mail atdwh@peconline.com.
Very truly yours,
D~~~,P.E.
rinc1Pal / Stormwater Department Manager
DWHIkh
Enclosures
cc:
Robert Zaitooni, City of Ocoee
Deyo Seereeram, Deyo Engineering
Jim Petersen, Southeastern Surveying and Mapping Corp.
Mike Bruegger, PEC
engineers
planners
surveyors
'Engineering Our Community"
200 East Robinson Street. Suite 1560. Orlando, Florida 32801 · 407/422-8062. FAX 407/849-9401
Center Street Phase II
Drainage Improvements
Exhibit "A"
Scope of Work
EXHIBIT" A"
SCOPE OF WORK
for the
CENTER STREET PHASE II DRAINAGE IMPROVEMENTS
OBJECTIVE:
The City of Ocoee has identified an existing drainage conveyance system that requires attention due
to chronic localized flooding. The Center Street right-of-way is located within Section 17 of
Township 22 South, Range 28 East within the Starke Lake drainage basin. More specifically, the
project is located north of Silver Star Road, south of Flewelling Street, west of Woodson Avenue,
and east of Orange Avenue (refer to Figure 1).
Center Street, between Orange Avenue and Starke Lake Circle, currently receives stormwater runoff
between Flewelling Street and Center Street. The runoff is conveyed towards the intersection of
Center Street and Starke Lake Circle via overland flow, concrete curbs, and/or swales where it
accumulates in an existing ditch. The existing ditch overtops its banks which causes downstream
flooding and erosion problems near Silver Star Road.
The City of Ocoee, in conjunction with Orange County, has begun addressing the chronic problem
by funding the construction of a stormwater retention pond between Center Street and Silver Star
Road. The retention pond (Center Street Phase I Drainage Improvements) will attenuate, and more
importantly, treat the urban stormwater runoff prior to discharging into Starke Lake, an impaired
water body. The recommended Phase II improvements will capture and convey the runoff directly
into the Phase I stormwater retention pond which is currently out to bid.
The objective of this project is to provide engineering services for the design, preparation of
construction drawings, and securing a permit in order to provide a complete bid document package
to implement the proposed drainage improvements. It should be pointed out that the proposed
drainage improvements do not include Orange Avenue, Cardinal Avenue, Blue Jay Street, and
Starke Lake Circle.
PROFESSIONAL ENGINEERING SERVICES:
Professional Engineering Consultants, Inc. (Consultant) shall provide engmeenng servIces
enumerated below. Engineering services shall include the following tasks:
1. Coordinate with the Survey Subconsultant (Southeastern Surveying and Mapping Corp. at
407 - 292-8580) to conduct the necessary surveys for the development of the construction
plans. At a minimum, it is anticipated that the following survey services will be performed
by the Survey Sub consultant (refer to Exhibit "D"):
a. Complete topographic / location survey of the Center Street right-of-way between
Orange Avenue and Starke Lake Circle (approximately 1,100 linear feet).
A - 1
P-5062.sco
EXHIBIT" A"
SCOPE OF WORK
for the
CENTER STREET PHASE II DRAINAGE IMPROVEMENTS
b. Perform the following miscellaneous services:
. Coordinate with all utility companies and locate all known above-ground and
underground existing utilities within the existing platted right-of-way;
. Establish recoverable baseline of survey/construction within proj ect limits to
use as horizontal reference for the preparation of construction plans; and
. Research plats and establish horizontal control to verify that the
recommended drainage conveyance improvements lie within the existing
platted rights-of-way.
The Survey Subconsultant shall provide the Consultant with AutoCAD (Version 2000) base
maps depicting the existing topographic features within the existing platted rights-of-way.
The Survey Subconsultant shall provide the City and the Consultant signed and sealed copies
of all final work products (survey drawings and/or field notes).
2. Coordinate with the Geotechnical Subconsultant (Devo Engineering at 407-290-2371) to
establish the subsurface conditions and the seasonal high water table within the Center Street
right-of-way (refer to Exhibit "D").
3. Conduct a detailed field review within the study area to confirm the content and accuracy of
the survey drawings and establish the limits of the drainage areas contributing stormwater
runoff to the Center Street right-of-way. The Consultant shall also conduct an on-site
coordination meeting with the City of Ocoee (Buddy Elmore at 407-905-3170) to confirm
the extent and magnitude of the known drainage related problem areas.
4. Conduct a pre-application meeting with representatives of the SJRWMD to discuss the
proposed improvements and establish the type of permit and the permit application fee.
5. Determine the drainage area, weighted runoff coefficient, and the time of concentration
associated for each basin area that contributes stormwater runoff to each drainage inlet.
6. Design the recommended drainage conveyance improvements such that the stormwater
runoffwill be properly captured and conveyed to the Center Street Phase I retention pond.
7. Perform a hydraulic analysis of the 40 to 45 acre study area in order to properly design the
drainage inlets and storm sewer pipes. A computer program entitled NETWORX, Version
1.4 will be utilized to compute the peak runoff rates and perform the hydraulic gradeline
(HGL) analysis. The Consultant shall also prepare a Project Memorandum documenting the
hydrologic and hydraulic analysis.
A-2
P-5062.sco
EXHIBIT" A"
SCOPE OF WORK
for the
CENTER STREET PHASE IIDRAlNAGE IMPROVEMENTS
8. Coordinate with the various utility entities in order to verify / confirm the existence of
existing underground utilities in the vicinity of the proposed drainage improvements.
9. Conduct a status meeting with the City of Ocoee upon completion ofthe hydraulic grade line
(HGL) analysis and prior to the preparation of the 90% construction plans.
10. Prepare construction plans necessary for a complete and single bid package to award for
construction. All design parameters, surveys, and construction plans shall be submitted in
English Standard units. At a minimum, it is anticipated that the preparation of construction
drawings for the proposed drainage conveyance improvements will include the following five
(5) sheets:
· Cover Sheet (1 sheet)
· General Notes and Summary of Quantities (1 sheet)
· Plan and Profile (2 sheets)
· Standard and Miscellaneous Details (1 sheet)
The Engineer shall prepare Technical Specifications to support the construction plans which
will be included in the final bid package. It is anticipated that the City ofOcoee shall prepare
and provide the "front-end" documents and general conditions.
11. Prepare and submit an Environmental Resource Permit (ERP) Application to the SJR WMD
(Altamonte Springs Service Center). The Consultant is also responsible for supplying
responses for all reasonable "requests for additional information" (RA!) letters from the
WMD in order to acquire the necessary permits. In other words, the Consultant shall be
responsible for addressing all technical issues but will not be required to defend an
administrative hearing without additional compensation.
12. Since the proposed construction activities exceed one (1) acre of disturbed land, the
Consultant shall prepare and submit a NPDES construction permit application (SWPPP and
a Notice of Intent) to the Florida Department of Environmental Protection (FDEP).
13. Conduct a status meeting with the City ofOcoee to discuss review comments associated with
the 90% construction plans.
14. Attend a pre-construction meeting with the City of Ocoee and the selected contractor to
address any specific comments and/or questions prior to construction.
A- 3
P-5062.sco
EXHIBIT" A"
SCOPE OF WORK
for the
CENTER STREET PHASE IIDRAlNAGE IMPROVEMENTS
GENERAL:
The Consultant will adhere to the following procedures during the course of the contract.
1. Ninety percent (90%) and one hundred percent (100%) complete plans shall be furnished to
the City of Ocoee for review and approval prior to final plans submittal. For each plan
submittal, five (5) bond copies shall be given to the City of Ocoee. Upon final review and
approval, submit five (5) copies of the final bid documents, five (5) signed/sealed bond
copies of the final construction plans, plus thirty (30) unsealed bond copies of the final
construction plans. A signed, dated (with P.E. license number) reproducible mylar copy of
each construction plan sheet by the project engineer shall be provided for the City's record
purposes.
2. Final construction cost estimates shall show quantity breakdowns of all items following the
Florida Department of Transportation numbering system when itemizing quantities. All
back-up cost estimate worksheets must be provided to the City for their record.
3: Digital copies of all Construction Plans and Supporting Documentation shall be provided to
the City of Ocoee on a compact disc (CD).
BASIS OF PROPOSAL / ASSUMPTIONS:
The following conditions and assumptions are noted as qualifications to this proposal.
1. This Scope of Work has assumed that no drainage easement documents will be required to
implement the proposed drainage conveyance improvements. If, due to utility conflicts or
site constraints, the proposed drainage conveyance improvements require additional
temporary construction and/or permanent drainage easements, then the survey sub consultant
(Southeastern Surveying and Mapping Corp.) shall prepare an amendment to the work order
to provide additional services to prepare the necessary easement documents.
2. This scope of work has assumed that no wetland mitigation is required by the SJRWMD or
the FDEP.
3. This scope of work has assumed no permitting with the Florida Department of
Environmental Protection (FDEP) associated with relocation of existing water and/or
wastewater utilities within the Center Street right-of-way.
4. For the purpose of this proposal, it is assumed that a Maintenance of Traffic (MOT) Plan will
not be part of the construction plans but will be prepared by the Contractor, if needed, and
submitted to the City for approval prior to construction.
A-4
P-5062.sco
EXHIBIT" A"
SCOPE OF WORK
for the
CENTER STREET PHASE IIDRAlNAGE IMPROVEMENTS
5. This scope of work has assumed that the Consultant shall provide no construction
administration services (e.g., conduct monthly site inspections, review shop drawings, etc.),
with the exception of attending the pre-construction meeting.
A - 5
P-5062.sco
Center Street Phase II
Drainage Improvements
Exhibit "B"
Manhour and Fee Estimate
EXHIBIT" B "
Manhour and Fee Estimate
CENTER STREET PHASE II DRAINAGE IMPROVEMENTS
CITY OF OCOEE, FLORIDA (Contract No. 0404)
..... ..<:!r...Drn;~;"... T ~ecI =0 Senior Word
... I.....C< ............. .......... s.
TaskDescripu01l < w,~ ~g~r ...... 1>..~1)S1neer Designer Processor Task
(EffectiveDate:Match8, 2005) .~....... ..... ... (Ivey) (Staff) Subtotal
Standard Hourly ~te m '''fA'' od.i .....,J"", .... $90.00 .. $70.00 $65.00
'~l"V .vv
Coordinate with Southeastern regarding the Survey Drawings 1 2 0 I 1 5
Coordinate with Devo regarding the Subsurface Investigation I 2 0 1 1 5
Conduct a Field Review to Confirm Survey and establish Basins 0 4 0 0 0 4
Conduct a Pre-Application Meeting with the SJRWMD 2 0 0 1 1 4
Complete the Hydraulic Analysis and Design (establish Basin 2 40 0 8 0 50
Parameters, Peak Runoff Rates, and the HGL Elevation)
Prepare a Project Memorandum summarizing the HGL Analysis 2 16 0 2 2 22
Conduct Status Meeting with the City of Ocoee 2 0 0 0 0 2
Prepare 90% Construction Plans (5 Sheets) : 0
** Sheet I (Cover Sheet) 0 I 0 2 0 3
** Sheet 2 (General Notes and Summary of Quantities) 0 2 0 4 0 6
** Sheets 3 and 4 (Plan and Profile) 0 12 0 40 0 52
** Sheet 5 (Standard and Miscellaneous Details) 0 2 0 8 0 10
Prepare a Preliminary Construction Cost Estimate 0 2 0 2 0 4
Perform an Underground Utility Research (Mail Half-Size Plans) 0 0 0 6 2 8
Prepare 100% Construction Plans 2 12 0 16 0 30
Prepare 100% Technical Specifications 1 12 0 0 6 19
Prepare and Submit an ERP Application to the SJRWMD 1 12 0 8 2 23
Address the RAI Comments from the SJRWMD I 8 0 4 1 14
Conduct Status Meeting with City ofOcoee 2 0 0 0 0 2
Prepare "Final" Construction Plans and Bid Documents 1 4 0 12 2 19
Attend the Pre-Construction Meeting 0 0 0 4 0 4
Monthly Status Reports (via Invoices) 4 0 0 0 2 6
Transmit all Final Work Products on a CD 0 1 0 2 1 4
TASK HOURS 22 132 0 121 21 296
TASK COSTS (Labor Costs) $3,080.00 $17,820.00 $0.00 $8,470.00 $1,365.00 $30,735.00
PERCENT BREAKDOWN 10.0% 58.0% 0.0% 27.6% 4.4% 100.0%
TOTAL LUMP SUM FEE COMPUTATIONS
(1) Total Labor Costs = $30,735.00
(2) Indirect Expenses (refer to Exhibit "C") = $500.00
(3) Geotechnical Subconsultant (Devo Engineering) = $3,025.00
(4) Survey Subconsultant (Southeastern Surveying) = $3,250.00
(5) Environmental Subconsultant (Lotspeich & Associates, Inc.) = $0.00
Total Lump Sum Fee = $37,510.00
Filename: C: \ DATA \ SPREADSHEETS \ PROPOSAL \ P-5062.xls
Center Street Phase II
Drainage Improvements
Exhibit "C"
Estimate of Indirect Expenses
EXHIBIT "C"
ESTIMATE OF INDIRECT EXPENSES
for the
CENTER STREET PHASE II DRAINAGE IMPROVEMENTS
1. Copies (5~/Page)
· Permit Application, Calculations, and Miscellaneous Correspondence:
(assume 2,500 pages)
.
Total Copies
= (2,500) x 5~/Page = $125.00
2. 24" x 36" Bond Plots ($1.00/Sheet)
No. of Sets
· 90% Submittal:
- Construction Plans (5 sheets) .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
· 100% Submittal:
- Construction Plans (5 sheets) ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
· Permit Submittal:
- Construction Plans (5 sheets) .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
· RAI Submittal:
- Construction Plans (5 sheets) .................................... . . . . . . . . 5
· Final Submittal:
- Construction Plans (5 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
.
Total Prints =
[(5 + 5 + 5 + 5 + 35) x 5] x $1.00/Sheet
=
$275.00
3. Miscellaneous Expenses (Faxes, mileage, courier charges, photographs, color copies, half-size
construction plans for utility locate requests, mylar plots, etc.) say $100.00.
4. Total Estimated Reimbursable Expenses
= $500.00
P-5062.odc
Center Street Phase II
Drainage Improvements
Exhibit "D"
Subconsultant Supporting Documentation
o Devo Engineering
o Southeastern Surveying & Mapping Corp.
[Q)I~ ..,gpJIJ
llJW.1JI.l GEOlEQfDJ. ElIGIElRS .I~~
______Dol. o.w-.-,,......... I!.....____~_
I"narw:tilllt)tiO@l '_(Ct:J~ll .......:...:.n.w.___
(])ate: March 2, 2005 I (])evo's (JJroject No: not yet assigned
rr'o:
Professional Engineering Consultants, Inc.
Stormwater Management Department
200 East Robinson Street, Suite 1560
Orlando, FI 3280 I
phone: 407-422-8062 fax: 407 -849-940 I
attention: DAvid HAMSTRA, P.E.
~f
I PROPOSAL FOR SUPPLEMENTAL GEOTECHNICAL ENGINEERING SERVICES I
STORMWATER CONVEYANCE PIPES FOR CENTER STREET STORMWATER POND
CITY OF OCOEE, FLORIDA
Dear Mr. Hamstra:
This is a proposal for follow up geotechnical engineering services for the above-captioned
project and it covers geotechnical services for the stormwater conveyance for Phase 2
improvements. Phase 2 is from Center Street itself to the pond. The objectives of this
investigation are to investigate the soil & ground water conditions (measured and SHWT)
along the alignment of the proposed storm sewer/inlet structures and provide
recommendations for excavation/dewatering of the pipe trench, bed preparation, backfill
material, and compaction requirements. We plan a total of seven (7) boreholes to a
maximum depth of 10 to 12 ft.
Devo Seereeram, Ph.D., P.E.
Consulting Geotechnical Engineer
Center Street Pond Supplement 1 - Page 1
The following information is required from PEC to facilitate our investigation and evaluation:
o autocad drawing in electronic format with topographic contours
~ elevation and horizontal survey of borehole locations which we will stake in
the field
@} permission to access the property (if necessary).
The following scope of work is proposed to provide geotechnical data for this study:
CD Call in utility clearance
<ID Drill seven (7) auger borings to a depth of 10-12 ft and install temporary
piezometers in each. Measure the stabilized water table in each piezometer.
<ID Classify the samples by visual and tactile methods.
Our deliverable will include a report with standard basemaps including quad map, soils map,
and boring location plan and the results of the soil borings and lab tests. The report will also
include recommendations relative to the items listed under objectives. A maximum of
4 report copies will be delivered; a pdf file of the report can be made available at ftp.
The estimated time for completion of our work is 2 weeks following the receipt of the survey
data for the boreholes.
Our estimated fee for these services is itemized in Table I (attached).
Feel free to contact us if there are any questions or if any clarifications are needed.
Contact phone numbers are as follows:
Deuo cell phone: 32 J -229-8208 (good for euenings & weekends);
Deuo office: 407-290-237/
Sincerely,
:i)euo- S wtWtatn
Devo Seereeram, Ph.D., P.E.
Devo Seereeram, Ph.D., P.e.
Consulting Geotechnical Engineer
Center Street Pond Supplement 1 - Page 2
ITEMIZATION OF WORK & ASSOCIATED COST
CENTER STREET STORMWATER POND - SUPPLEMENT I
DESCRIPTION OF WORK ITEM
UNIT
UNIT
COST
QUANTITY
TOTAL
GEOTECHNICAL FIELD SERVICES
Mobilization of all terrain drill rig sum $300.00 0.0 $0.00
Field technician for utility clearance, collect
perm tube samples, coordinate with project hr $65.00 14.0 $910.00
surveyor, read stabilized water table
Materials for piezometers sum $150.00 1.0 $150.00
GEOTECHNICAL LABORATORY TESTING SERVICES
Visual & tactile examination of soil samples hr $40.00 2.0 $80.00
Fines fraction tests hr $35.00 0.0 $0.00
Hydraulic conductivity tests each $150.00 0.0 $0.00
DATA INTERPRETATION, RECOMMENDATIONS & REPORT PREPARATION
Senior Engineer hr $90.00 8.0 $720.00
Project Engineer hr $80.00 8.0 $640.00
CADD Graphics hr $50.00 8.0 $400.00
REPORT REPRODUCTION
Report printing, binding & delivery each $25.00 5.0 $125.00
4 external & 1 office, plus a pdf
TOTAL FOR ALL TASKS .................................................... . $3,025.00
Devo Seereeram, Ph.D., P.E.
Consulting Geotechnical Engineer
Center Street Pond Supplement 1 - Page 3
James M. Dunn. II, P.S.M.
Larry R. Efird, P.S.M.
Brian R. Garvey, P.E.
Gary B. Krick, P.S.M.
Myron F. Lucas. P.S.M.
Thomas K. Mead, P.S.M.
Timothy Mosby, P.S.M.
- ~
~
,fii)
SOUTHEASTERN SURVEYING & MAPPING CORP.
SURVEYING FLORIDA SINCE 1972
James L. Petersen, P.S.M.
Larry W. Prescott, P.S.M.
William C. Rowe, P.S.M.
Marcia E. Russell, P.S.M.
George E. Snyder, P.S.M.
Roger Lonsway, P.S.M. (Retired)
Land Surveying & Mapping Services. Sub-Surface Utility Designation & Location S Services. GPS Asset Inventories. Geographic Information Systems
March 4, 2005
dhamstra@oeconline.com
Mr. David Hamstra, P.E.
Professional Engineering Consultants, Inc.
200 E. Robinson Street, Suite 1560
Orlando, FL 32801
RE: Center Street Drainage Improvements
Dear Mr. Hamstra,
We are pleased to submit our proposal for surveying services on the above referenced project.
SCOPE OF WORK: .
Provide Surveymg Services in accordance with Chapter 61G17-6 F.A.C. to include the following:
1. Perform topographic survey including underground utilities, spot elevations and breakline
delineations sufficient for the creation of a digital terrain model for Center Street from West
of Orange Avenue to East of Stark Lake Circle. Coverage will include the full R!W og center
street and extend 50 feet beyond the pavement returns along the intersecting side streets.
2. Survey data will be combined into previous survey on the proposed Center Street retention
pond.
The [mal product will be two (2) certified copies and an electronic drawing file for your use.
Our fee for the above referenced work will be Three Thousand Two Hundred Fifty Dollars & 00/100
($3,250.00). We anticipate completion of the above described work within Four (4) weeks after receipt of a
written notice to proceed. Payment is expected within thirty (30) days from date of invoice.
We look forward to the opportunity to work with you on this project.
Sincerely,
~.~
James L. Petersen, P.S.M.
Vice President/Project Manager
OFFICE
LOCATIONS
6500 All American Boulevard, Orlando, Florida 32810.407/292-8580. Fax 407/292-0141 . e-mail: info@southeasternsurvevinQ.com
1130 Highway 90, Chipley, Florida 32428.850/638-0790 . Fax 850/638-8069. e-mail: info@southeasternsurvevinQ.com