HomeMy WebLinkAbout1997 06 09 Consent Item B
COMMISSION AGENDA
ITEM
B
REGULAR
CONSENT X
INFORMATIONAL
June 9. 1997
Meeting
MQR~~EPT;LJ-
I\uthoflzatlon
REQUEST: Public Works Department Requesting Authorization to Execute Amendment 55
for Consulting Engineering Services with Conklin, Porter & Holmes Engineers,
Inc.
PURPOSE: The purpose of this Board item is to request authorization for the execution of
Amendment 55 for the design of the Panama Road Paving and Drainage
Improvements with Conklin, Porter & Holmes Engineers, Inc. at a cost of
$52,108.00.
CONSIDERA TIONS:
This Amendment is to provide engineering services for the design of drainage and
paving improvements to Panama Road from Moss Road to Shore Road.. This project is
needed for the development of the collector road system as identified in the Traffic
Circulation Element of the Comprehensive Plan. The drainage and paving improvements
will improve the accessability of emergency services in the Ranchlands and also improve the
ability of Panama Road to convey traffic during extreme weather conditions.
The scope of work includes surveying, soils services, engineering design, permitting,
and bidding services. The cost for the scope of work is $52,108.00. The estimated
construction cost is $840,000 which is proposed in FY 1997/1998 Transportation Impact Fee
Capital Improvement budget.
A workshop was held on May 19, 1997 with the City Commission, Planning and
Zoning, and the Commerce and Industry Board with no adverse comments to this project.
June 9, 1997
Consent Agenda Item B
Page .2
FUNDING:
The cost for Amendment 55 is $52,108.00. The source of funds would be the
consulting engineering line code (53180) of the Transportation Impact Fee Fund. The
consulting engineering for this project was budgeted at $50,000. Additional funds are
available because the $25,000 budgeted for construction administration for the Hayes, Moss,
and Panama Roads paving will not be spent because the City Engineer is handling the CA
for that project. Funds would be expended in 180 days. Funds in the amount of $840,000
for construction will be proposed in the Fiscal Year 1997/1998 Transportation Impact Fee
budget.
RECOMMENDATION:
It is recommended that authorization be given for the execution of Amendment 55 for the
design of drainage and paving for Panama Road with Conklin, Porter & Holmes Engineers, Inc. at a
cost of $52, 108.00 payable from the Transportation Impact Fee Fund consulting engineering line
code (53180).
IMPLEMENTATION SCHEDULE:
The scope of services will be completed within 180 days of approval.
A TT ACHMENTS:
1. Amendment 55
COMMISSION ACTION:
AMENDMENT 55 TO AGREEMENT
DATED
NOVEMBER 27, 1984
CONSULTING ENGINEERING SERVICES
FOR
PA VING AND DRAINAGE DESIGN
PANAMA ROAD (MOSS ROAD TO SHORE ROAD)
BETWEEN
THE CITY OF WINTER SPRINGS
AND
CONKLIN, PORTER & HOLMES - ENGINEERS, INC.
Attachment No. 1
This Amendment dated , 1997, by and between the City of Winter Springs (hereinafter
called the OWNER) and Conklin, Porter & Holmes - Engineers, Inc. (hereinafter called the
Engineer), is mutually agreed upon and declared an authorized Amendment to an Agreement dated
November 27, 1984, between the parties, herein setting forth the scope, terms and conditions of
the services herein authorized. The appropriate provisions of the November 27, 1984, Agreement
apply as fully as if repeated herein.
SECTION 1
GENERAL
1.1
The purpose of this Amendment is to provide for Engineering Services, more
specifically itemized herein, in the preparation of Plans and Specifications for
paving Panama Road (from Moss Road to Shore Road).
SECTION 2
BASIC SERVICES OF THE ENGINEER
2.1 GENERAL
2.1.1 The ENGINEER agrees to perform professional services in connection with the
project as hereinafter stated.
2.1.2 The ENGINEER will serve as the OWNER's professional engineering
representative in those phases of the project to which this Amendment applies, and
will give consultation and advice to the OWNER during the performance of his
services. The ENGINEER will perform the services for the City Commission
under the general supervision of the City Manager and Utilities Director and will
submit interim plans to them for their review, input, decision, etc. as appropriate.
SECTION 3
SCOPE OF SERVICES
3.1
GENERAL
. The OWNER hereby authorizes the ENGINEER to proceed with the preparation
of plans and specifications for roadway improvements as listed below. For
purposes of this proposal, we have assumed that a swale section roadway will
accommodate all the stormwater requirements.
3.1.1 Route
Panama Road is a 50 foot right-of-way. The paving on Panama consists of
approximately 4800 lineal feet. We recommend a swale section designed to
accommodate the storm water treatment. This is in accordance with the RancWands
Preliminary Drainage and Paving Report. The roadway section will match the
roadway section currently under construction on Panama Road from Edgemon to
Moss.
3.2 ENGINEERING SERVICES -DATA COLLECTION, ANALYSIS
AND DESIGN
3.2.1 Survey services will be provided by a licensed surveyor. The surveyor will
perform the survey for a full right-of-way along the route selected above.
ENGINEER will coordinate the work of the surveyor with the design.
The survey will include:
a) Right-of-way location
b) Location of all visible improvements (including trees)
c) Coordination with utilities
d) Location of utilities (horizontal)
e) Cross sections at 100' intervals
f) Inverts of crossing or adjacent sanitary and storm structures
g) ACAD disc with drafting at 1" = 3D'
3.2.2 The ENGINEER will retain the services of a soils consultant to obtain data on the
groundwater table and existing soils conditions.
3.2.3 Prepare a Specification using the short form documents for review by OWNER.
3.2.4 Prepare final engineering plans at 1" = 30' scale with single plan and profile
sheets. It is anticipated that six (6) sheets will be required. Plans will include a
cover sheet, General Notes/Details sheet and cross section sheets.
3.2.5 Include an eight-inch or twelve inch water main extension on Panama. Size to be
determined by the City.
3.2.6 Perform field checks of completed Plans and Specifications with the OWNER's
representative.
3.2.7 Prepare estimates of probable construction cost based upon final plans and Contract
Documents.
3.2.8 Prepare 50% plans and specifications for review and comment by the City staff.
3.2.9 Prepare fmal plans and specifications for review and approval by the City staff, and
other permitting agencies. .
3.3 PERMITS
3.3.1 Assist the OWNER in the preparation of a stormwater permit as required by the S1.
Johns River Water Management District. Our submittal package and stormwater
design will be based on the requirements of the previously approved plans for this
area.
3.3.2 Assist the OWNER in the preparation of a drinking water distribution permit.
3.3.3 Respond to reasonable requests for additional information from the agency.
3.4 BIDDING SERVICES
The ENGINEER will provide these services after separate authorization and Notice
to Proceed from the OWNER.
3.4.1 Prepare advertisement for bid for placement in appropriate publications by the
OWNER.
3.4.2 Distribute and keep records of the distribution of documents to bidders and
suppliers.
3.4.3 Issue addenda to the documents as required.
3.4.4 Answer questions of bidders and suppliers. No interpretations of the documents
shall be made, other than through issuance of addenda to the documents.
3.4.5 Attend the bid opening and OWNER's meetings at which bids are to be opened and
contracts awarded.
3.4.6 Evaluate the bids and assist the OWNER in the selection of the construction
contractor.
3.4.7 Consult with the OWNER and participate in all decisions as to acceptability of
subcontractors and other persons and organizations proposed by the general
contractor for these portions of the work for which subcontractor approval is
required by the documents.
3.4.8 Prepare and review contracts, bonds, insurance certificates, construction schedules
and other portions of the Contracts in order to assist the OWNER in his
determination as to whether to issue a Notice to Proceed to the Contractor.
project who will communicate with the ENGINEER.
SECTION 4
SUPPLEMENTARY SERVICES OF THE ENGINEER
4.1 If authorized in writing by the OWNER prior to the rendering of such services, the
ENGINEER will furnish or obtain under subcontracts, supplementary services of
the following types which will be paid for by the OWNER as described in
SECTION 6, Paragraph 6.1.2.
4.2.1 Additional services due to significant changes in the scope of the project or its
design including, but. not limited to, changes in size, complexity, character of
construction or due to time delays in initiating or completion of the work as
described herein.
4.2.2 Additional services in connection with the project including services normally
furnished by the OWNER as described in Section 5 herein and services not
otherwise provided for in this Amendment.
4.2.3 Preparing to serve and serving as an expert witness for the OWNER in any protest,
litigation, or other proceeding involving the project.
4.2.4 Additional engineering services required by revisions to regulations (after the date
of this Amendment) as applicable to the Florida Department of Environmental
Protection, the St. Johns River Water Management District, or other regulatory
agency requirements.
4.2.5 Provide, through a subconsultant, additional surveying services if required or
requested by the OWNER.
4.2..6 Provide, through a sub consultant , soils investigation services if required or
^ requested by the OWNER.
SECTION 5
THE OWNER'S RESPONSIBILITIES
5.1 The OWNER will:
5.1.1 Advise the ENGINEER of his requirements for the project and designate a person
to act as the OWNER's representative with respect to the work to be performed
under this Amendment, and such person shall have complete. authority to transmit
instructions, rec~ive information, interpret and define the OWNER's policies and
5.1.2
5.1.3
5.1.4
5.1.5
5.1.6
5.1.7
5.1.8
5.1.9
5.1.10
6.1
decisions pertinent to the work covered by this Amendment.
Guarantee access to and make all provision for the ENGINEER to enter upon
public and private lands as required for the ENGINEER to perform his work under
this Amendment.
Provide data requested that is reasonably available on the existing utility systems,
population and projections, land use and planning information.
Provide personnel. to locate facilities and mow, trim, or otherwise make them
accessible for inspection.
Examine all studies, reports, sketches, and other documents presented by the
ENGINEER and render decisions pertaining thereto within a reasonable time so as
not to delay the work of the ENGINEER.
Obtain approval of all governmental authorities having jurisdiction over the project,
and such approvals and consents from such other individuals or bodies as may be
necessary for completion of the Project.
Furnish, or direct the ENGINEER in writing to provide at the OWNER's expense,
soils investigations if advised in writing by the ENGINEER that they are necessary
or advisable.
Furnish, or direct the ENGINEER in writing to provide at the OWNER's expense,
necessary additional services as stipulated in Section 4 of this Amendment, or other
services as required.
Provide such legal, accounting, and insurance counseling services as may be
required for the project, and such auditing services as the OWNER may require.
Give prompt written notice to the ENGINEER whenever the OWNER observes or
otherwise becomes aware of any defect in the Project.
SECTION 6
PAYMENT
PAYMENT
Payments for services and expenses of the ENGINEER to be as set forth below:
6.1.1 Compensation paid ENGINEER for services described herein and rendered by
principals and employees assigned to the Project will be computed by multiplying
Direct Personnel Expense (defined in Paragraph 6.2.4 herein) times a factor of 2.0
6.2
6.2.1
6.2.2
6.2.3
6.2.4
6.2.5
6.2.6
plus all reimbursable expenses. The fee for the engineering design and permitting
scope of services described in Section 3.2 and 3.3 shall be a lump sum fee of
$36,560.00. In addition, there are outside consultant fees for Surveying services
in the amount of $6440.00 and soils services in the amount of $5608.00. The total
design project amounts to a Lump Sum fee of $48608.00, not including bidding
services. The fee for the bidding services described herein shall be $3,500.00 and
can be authorized separately by the OWNER.
REIMBURSED EXPENSES
Expenses for items not specifically valued herein are to be reimbursed to the
ENGINEER at the actual cost thereof. Said expenses shall include transportation
and subsistence of principals and employees, when traveling in connection with the
Project, toll telephone calls, telegrams and similar project-related items.
The OWNER will make prompt monthly payments in response to ENGINEER's
montWy statements without retention for all categories of services rendered under
this Amendment and for reimbursable expenses incurred.
Direct Personnel Expense used as a basis for payment shall mean the salaries and
wages paid to principals and employees of all classifications engaged directly on
the Project, plus the cost of fringe benefits including but not limited to, social
security contributions, worker's compensation, health and retirement benefits,
bonuses, sick leave, vacation and holiday pay applicable thereto. For purposes of
this Amendment, Direct Personnel Expense shall be considered an amount equal
to 1.48 times applicable salaries and wages.
Charges for the services rendered by principals and employees as witnesses in any
litigation, hearing or proceeding in accordance with Paragraph 4.1.4 will be
computed at a rate of $400.00 per day or any portion thereof (but compensation for
time spent in preparing to appear in any such litigation, hearing or proceeding will
be computed in accordance with the funding levels as set forth in Paragraph 6.1.1
and 6.2.1 herein).
If this Amendment is terminated. during prosecution of the services prior to
completion of the services of Section 3, payments to be made in accordance with
Paragraph 6.1.1 and 6.2.1 on account of that and all prior work under this
Amendment shall be due and payable, and shall constitute total payment for
services rendered. In addition, upon termination, the ENGINEER shall be paid
for any Additional Services authorized arid rendered under Section 4.
The ENGINEER shall promptly begin work on the services authorized by this
Amendment upon receipt of notice to proceed from the OWNER.
SECTION 7
GENERAL CONDITIONS
7.1
Since the ENGINEER has no control over the cost of labor, materials, or
equipment, or over any construction contractor's method of determining prices, any
opinions of probable construction cost which may be provided in the services of
this Amendment are made on the basis of his experience and qualifications and
represent his best judgement as a design professional familiar with the construction
industry, but the ENGINEER cannot and does not guarantee that bids or the
construction cost will not vary from opinions of probable cost prepared by him.
7.2
The OWNER and the ENGINEER each binds himself and his partners, successors,
executors, administrators and assigns to the other party of this Amendment and to
partners, successors, executors, administrators, and assigns of such other party in
respect to all covenants of this Amendment. Nothing herein shall be construed as
creating any personal liability on the part of any officer or agency of any public
body which may be a party hereto, nor shall it be construed as giving any rights or
benefits hereunder to anyone other than the OWNER and the ENGINEER.
SECTION 8
8.1
The ENGINEER agrees to prosecute the work in a timely manner until the Project
is completed.
IN WITNESS WHEREOF, the parties hereto have made and executed this
Amendment the day and year first above written.
OWNER:
City of Winter Springs, Florida
ATTEST
By:
Date:
ENGINEER:
Conklin, Porter & Holmes - Engineers, Inc.
ATTEST
~~
By, Z;-{l-5f!~
Dale~ 5/2.. /7' 7
AMEND55.WPD/tmz
(. I"':" !
If Nodarse
& Associatesl /nc.
May 22, 1997
Project No. W97-G-159
TO: CO~'"h.'L~ PORTER & HOLMES ENGINEERS, INC.
1104 East RobiosouStreet
Orlando, Florida 32801-2092
AITN:
!vir. Terry rv1. Zauptke, P.E.
RE: Proposal to Provide it Subsuriace Exploration
al~d Gtotechnic:1l Engineering Evaluation
P~unlma Road from l\'Ioss Road tel Shore Road
'Winter Springs, Florida
CPH Job No. \V0475
Dear rvrr. Zaudtke:
L.J. Nodarse & Associa!es. be. (lJN) is pleased to present this proposal for' providing a
subsurface exploration and geot:::ciuic.aI eugLo.eering ev;liua:ioQ for the above-referenced project.
The purpose of the exploration lS to obtailJ geotechnicaltogineedng 'data to assist in roadway.
design and collSITUction at the above-referenced site. 'T11i.~ proposal outlines our unde.rstanding of
the project, presents a recomm~;,,:d2d scope of serVices, and contains a time and cost csti.raate for
providing those services.
s[r[ AND PRQJECT DESCfUPTTON
The pfOj~t coocems an e;,~sUng dit road in the city of Wimer Springs, Florida, Tbe p~'ojE:ct i.nvolves
Pauam..:t Road from ~/Ioss R02.d to Shore Road. Tbis road is currently an unpaved dirt road t.hat will
be paved and include a stormwat~: S'WJle system for treatment of stOrIDwater runoff, The subject din
roadway is appro:-..irnateiy 5,00C' feet io length. We anticipatt; that final grades '.;,.ill be at or near
e:cisting grades.
PROPQSED SCOPE OF Sl\,RVlCES
The proposed scope of services is based on the supp.lied information and our experience. in the area
with sites and projects slinihr t.) this one. OUf e;{1)loration is planned to' include tbe foUowing:
Geotechniu.!, E.nvironment,,-I, &.. rV\atr=rj(\ls En~ineers
..:>
8;J7~O'J;r. on'x.d.:, A','.:.'rlut? oj. S"'::10 .~. . :/,r,lE'r Pa;~; ':',(:>:I':I:J 3'2769 .. T'21'i'p:i:Jn,,, JC:7.7'::G.611;:1 . iCll:~imi,e 1..07.7406112
. e::1-,oil ficda'3e~)rlodar~\;:.(crq
ConJdln Porter & Holmes Engineers, Inc.
Project No. W97-G-159
Page 2
nf!J IINJ.Ln~
&. tUkx:JJlo.l",-
t.--_"'---'''_.~
· Stake. boring locations at the site.
· Mobilize truck mounted rotary drilling equipment to the site.
· Perform fourteen (14) auger borings to an average deptb of 10 feet in the roadway areas.
· Perform four (4) double ring infiltromet,,;,..r tests il1 the proposed swale areas.
· Perforrn visual classification and required laboratory testing of tbesoil samples obtained
from the borings. Laboratory testing may include grain size and/or Atterberg limit
analysis to verify visual classification of soil types. Laboratory testing will also include
three (3) Limerock Bearing Ratio (LBR) tests.
· Analyze the field and laboratory data to develop engineerJng recommendations for roadway
development, pcvement base design and prelimLnary swale design recommendations.
The exploratioo will be supervised by a qualified geotechnical engineer' registered in the state of
Florida, and the results of the exploration will be presented in a geotechnical engineering report.
This report will specific2.lly address recommendations on the following items:
· Existing sitt conditions.
~ Exploration, ttsting 2.fld sampling methods.
· Subsurface soil condilio!\s encountered and soil classifications.
· Depth to groundwater at the tim.:: of the exploration and estimatE:d se;isonal high
groundwater levels.
.. Pavement base design recommendations.
· Preliminary swa.le design recorilmendations.
· A discussion of generai site preparation techniques, fill compaction, etc.
· A discussion of the LiL;:erock Bearing Ratio (LBR) test results.
· As an option, ptrform :;: storm,;vater recovery analysis for the swale system.
Conklin Porter & Holmes Engineers, Inc
Project No. W97-G-159 .
Page 3
nA.n l//'I.~
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fRo.JEC.I.SC H R n {JT iF.
Based on our preSent sche.dule. we are prepared to mobilize. to begin Lnt field operations on this
project within aqout five (5) days of your authorization to proceed. "Ve anticipate the field
portion of the study to be completed in approximately five (5) days. Engiueering analysis,
necessary laboratory work, and report preparation should be completed \vithin approximately ten
(10) days after trje completioll of field work. HO'.vever, due to the nature of the project, we c.an
verbally transmit our evalLlation and recommendations as they are developed prior to our final
report submission,
ESTIMATED COSTS
The final cost of services wili be computed from actual units of work performed in accordance
with our Fee Schedule. For budgetary plannir;g, we estimate tile tolal cost of services for the
described explOiation will be approximate.ly $5,608.00. If storffi\Vater pond recovery analyses are
subsequently requ'jred, we recommend that an {l.dditional $400.00 per pond anaJysis be budgeted
in addition to the estimated tOt21.
In computing this budget figure we have ;1ssumed the site .is accessible to our truck mounted
drilling equipment, that we have right of entry to the site I and that we will not experience
excessive delays due to rubble 2.t borehole loc8.tions or for other reasons beyond our control.' If
such conditions arc encountered that could C.aIJSr; the. cost of the exploration to exceed the budget
figure, \ve wil! rKltify the ciicnl and oblZ\in approval for the additional work before we. proceed.
.AJ)THORIZATIQ~ .
To authorLre us to proc:ccd "1,'ith (his project, ple':i.Se execute and return tOU:i (!, cCrPy of the attached
Proposal Acccpt.i,Dce ShCf:t. AlJ;Jtoriz<\tion should be indkated by the person or firm responsible
for payment ofolJf invoiCe. Please note th,; atl::1l,.'.hed Accepta.Dce Sheet forms a part of this
proposal and. that our terms ?It "Net 30 Days. I'
Conklin Porter & Holmes Engineers, Inc.
Project No. W97 -G-159
Page 4
[Jf!J l/"'odA~
(,. A5<<<J4(~J.In<..
-.-.-.~..,-...~
~LOSlIRE
UN appreciates the opportunity: to submit this proposal and \ve look forward to y,'orking v..'jth you
on this project. Tfyou have any questions or if we can provide any ~dditional information, please
feel free to call us at your convenience.
Sincerely,
ES. INC.
/
/'
.,'
W9'7.159.PRO:'(Z2!'~
Attachments: Scope of ServicE's and Fee E5tjmat~
Agreement
, . t_, r
SCOPE OF S.ERVlCES AND FEE ESTIl'YiATE
PANA1\lA ROAD FROM I\10SS ROAD TO SHORE ROAD
WlI'iTER SPRiNGS, FLORIDA
CPR .JOB NO. W047S
LJN PROJECT NO. W97-G-159
I.
FIELD EXPLORA TrON
A. Utility Clearance
Senior Engineering Techttician
8 hours @ $35.00/hour
B. l'vIobilization of Truc.k Moullted Drilling Equipment
C. Auger Borings
i4 @ 10 ft, = 140 ft. @ S7.50/ft.
D. Double Ring Infiltration Test
4 tests @ $375.00ltest
$ 1 500 00
$ 280.00
$ 250.00
. $ 1,050.00
Subtotal
$ 3,080.00
II.
LABORATORY TESTING
A. Grain Size Analysis
5 tests @ $50.00/t~st
B. Atterberg Limits
2 tests @ .$60.00/tc:st
C. Limerock Bearing Ratio (LBR) Test
3 Lests @ S250.00/test
$ 750.00
$ 250.00
$ 120.00
Subtotal
$ 1,120.00
Ill.
ENGINcEIUNG ANAL YSIS A.~ro REPORT PREPt-\R.ATION
A Project Engir\~~{
12 hoUis @ S65.00/holJf
'-"
Senior Engineer
4 hours @ S8500ibOlJf
Drafting
"'4 hours @ S40.00!houi'
Secretary
4 hours @ $32.00/hour
$ 128.00
$ 780.00
B.
$ 340.00
r
'- .
.$ 160.00
D.
Subtotal
$ 1,408.00
E~timated Tot:11
$ 5,608.00
IV. OPTIONAL RECOVERY ~'?\JA.L YSIS (Per Pond)
$ 400.00
i7 &."K~~~~!~~~~[ !~,~;," ,,<,.'"
AGREEMENT
807 SOUlh Or~'Uio A.venue. Suire .-1
n1nter Park, Ron'da 32789
407.740.6/10. (F) 407.740-61/2
Project No. W97-G-159/TZ
Conklin Porter & Holmes Engilleers, Inc.
.-.----....-.............-----._..._'l:_......_."'...........~. ~......,.~-.._.__._._.._... __.._____________ _.
1104 East Robiillon Srree~~ Orlando, Florida 32801-209_~___
This AGREEMENT enter<1d j:)to ltlis 22.ilil. d.'.lY of ~u. 1997. by and b~tw(:e,' .iJ IVodafSe 8... Associates, Inc. "r..j
i:.Q.uJilin...Eorter & Holmes Et1~ineer". I nc'. (Hereinaft.ar referred to as CUENT).
Proje':t Name:
Proje!:-t location:
Panana Road from tvfoss Road to Shore Road
- -
\Vinter Springs,_Florida
ProJed o,.mer:
PropE:rt'j O''1ner:
Scope of Work and Compensation for Authorized Services
. .
General Conditions: See re\;llrse side.
Seaple of Work Subsurface Exploration and Geotechnici11 Engi.ueerlng Evaluation
._~ .___.__.....n:L~--...~~--..___
& COlnpen~a:jon: Estimated Fee: $5,608.00
----....---.-.---.--. ...------
Optional Srormwater Recovery Analysis: $4.90~9_9jR~2.cnd)__
Special Conditions:
Instructions & Authorization for Payment
For Fa/TIIent of Services, invoicf: to.
Firm:
Attn:
Title:
/,ddri~:
Crty:
Stat!.!:
Zip Cndi::
Telep\l.:)r.e:
If irwcdces are to be approved, ple:?lSB indica:.: W,I'j will approve:
Firm:
Addrl~:
Ann: _.___
Title:
city:
State:
Zip Code:
Telephone:
Tne l.il'\der$igned hereby a:ceptS all t~fT~ ard .:or.~1jvns SlOt forth in this AGREEhlENT and W:lrran's thm heishe :1<1'5 full alIthorny to bind CUEt n.
C:jen~A1Jtt',':Jrized Agent
(51.~~e ')'Jt "..",-: t'I.: e"", roe: ~~;n)
5/12!rrj
Date
8y: .
Ti1Je:
Date
Tinklepaugh
SURVEYING SERVICES INC.
May 23, 1997
Conklin, Porter & Holmes, Inc.
1104 East Robinson Street
Orlando, Florida 32801
Attention: Mr. Terry Zaudtke
RE: Panama Street Route Survey
Proposal #97 -102.1
Dear Terry;
Tinklepaugh Surveying Services, Inc. is pleased to present the following proposal:
SCOPE
We will prepare a route survey of Panama Street from Moss Road to Shore Road (+/_
4,800 linear feet). Cross sections will be taken at one hundred (100) foot intervals plus
grade breaks. Elevations will be based on Seminole County datum. Existing culture
within the rights of way (driveways, hedgerows, woods lines, etc.) will be located as well
as above ground and surface indications of utilities. Prior to commencing the field work,
we will contact the various utility companies to flag location of any underground lines
along rights of way. These lines, as flagged by the responding utility companies, will
also be shown on the survey provided they have been flagged while our crews are on
site. Return trips to the field necessitated by poor response or delays caused by the
utility companies will be billed at our normal crew rates of $75/hr.
FEE: $6,440.00
Revisions, additional certifications, title reviews, etc. will be provided at an additional fee.
The terms of this agreement shall be valid for client acceptance for thirty (30) days.
Invoices are due and payable at time of receipt; in the case of delinquent accounts (90
days or over) the client agrees to pay, in addition to the full face amount of the invoice, all
reasonable collection, and/or attorney's fees required in the process of collection.
1104 E. ROBINSON STREET · ORLANDO, FLORIDA 32801
TELEPHONE (407) 422-0957
FAX (407) 648-1036
Conklin, Porter & Holmes, Inc.
Attn: T. Zaudtke
OS/23/97
Page -2-
97-102.1
Four sets of the survey, signed and sealed, will be provided at job completion. Additional
prints, pick-ups or delivery, and other identifiable direct out of pocket expenses will be
invoiced at a multiplier of 1.25.
We sincerely appreciate your choosing Tinklepaugh Surveying Services, Inc. for a
proposal and look forward to working with you on this project.
Sincerely,
TINKLEPAUGH SURVEYING SERVICES, INC.
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Arthur W. Tucker
Vice President
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If this proposal is satisfactory, please have the financially responsible party execute and
return one copy to this office as our authorization to proceed.
The undersigned affirms that he or she is responsible for the fees as stated in this
proposal and agrees to the terms contained therein.
Signed Name
Title
Date
Printed Name
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