R2002-0119 08-05-02 RESOLUTION NO. R2002-119
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, APPROVING WORK AUTHORIZATION #3 SUPPLEMENT #3 FOR
SURVEYING SERVICES ASSOCIATED WITH THE WEST MARY'S CREEK
DETENTION FACILITY.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract by and between the City of Pearland and Turner,
Collie and Braden, Inc., ("T C & B) for Program Management of the Pearland Mobility and
Drainage Bond Program was authorized by the City Council on December 10, 2001.
Section 2. That T C & B has developed work authorization #3 Supplement #3,
which is attached hereto as Exhibit "A".
Section 3. That work authorization #3 Supplement #3 for surveying services
associated with the West Mary's Creek Detention Facility is hereby approved.
PASSED, APPROVED and ADOPTED this the 5 dayof August ,
A.D., 2002.
ATTEST:
Y, NG ' ~,H~F(~ .... ~/
t~ S~ETARY ~
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
TOM'"RET~
MAYOR
ATTACHMENT D
WORK AUTHORIZATION NO. 3
SUPPLEMENT NO. 3
Exhibit "A"
R2002-f ~ 9
This Work Authorization is made pursuant to the terms and conditions of the Pearland
Mobility & Drainage Bond Program, hereinafter identified as the "Contract", entered into
by and between the City of Pearland ("City"), and Turner Collie & Braden Inc.
("Engineer).
PART 1. Work Authorization No. 3 is related to West Mary's Creek Detention Facility.
The Engineer will perform Topographic and Property Survey Services under this
Authorization.
PART 2. The maximum amount payable for services under this Work Authorization
No3, Supplement No. 3 is $29,840.00. This amount is based on the following: See
attached fee proposal submitted by J~S Consulting Engineers, InCi"in the amount of
$29,840.00 dated July 26,2002.
PART 3. Payment to the Engineer for the services established under this Work
Authorization Supplement No. 1 shall be "Lump Sum".
PART 4. This Work Authorization No.3 Supplement No. 3 shall become effective on
August 6, 2002 and shall terminate on November 12, 2005, unless extended by a
supplemental work authorization.
PART 5. This Work Authorization does not waive the parties' responsibilities and
obligations provided under the contract.
PART 6. This Work Authorization is hereby accepted and acknowledged below.
ENGINEER
By: ~&_ By:
CITY OF PEARLAND
Larry P. Janak Bill Eisen
Typed or Printed Name Typed or Printed Name
Sr. Vice President City Manaqer
Title Title
Auqust 9, 2002 Auqust 5, 2002
Date Date
LIST OF EXHIBITS
Exhibit A - Fee Schedule
Exhibit B - Work Schedule
Turner Collie Braden Inc. 7/26/2002
EXHIBIT A
FEE SCHEDULE
Pearland Mobility & Drainage Bond Program
Work Authorization No. 3
SUPPLEMENT No. 3
Summary
Proiect
West Mary's Creek Detention Facility
Enqineerin.q Services
Hydrologic & Hydraulic
Environmental Compliance
Topographic Survey
Geotech
ROW Maps & Documents
PS&E
ROW Acquisition Assistance
Materials Testing
Subtotal
Total to Date
Dannenbaun Engineering
Quadrant
JNS ConsUlting Engineers
QC Laboratories
JNS Consulting Engineers
Crosslands
Previous
Authorization
$27,120.00
$28,750.00
$0.00
$5,455.0O
$0.00
$0.00
$23,300.OO
$0.00
$84,625.00
Current
Authorization
$11,980.00
$17,860.00
$29,840.00
$114,465.00
Page 1 of I
JUL ~b ~UU~ U:bUH~ Hf LMb~EJ~I J~UU p.J
Austin
Conroe
Houston
Pasadena
Engineering · Surveying · Planning
Revised
July 26, 2002
Mr. Craig Hester, P.E.
Turner Collie & Braden, Inc.
5757 Woodway
Houston, Texas 77057-1599
Reference:
West Mary's Creek Detention Facility
Survey Proposal
J-NS Proposal No. 02-06-07
Dear Mr. Hester:
We have reviewed thc Foster Rainwater survey forwarded to us by courier June 20, 2002 and
believe this will facilitate our ability to prepare a parcel taking for the proposed detention for the
first tract shown on your original Title Plan Map and Ownership Information. We could plan to
recover the boundary comers shown on this map and verify the lines and distances called for.
We would still require.a full title data report with documents in order to calculate the existing
drainage easement for Mary's Creek crossing through this property.
We have reviewed the C.L. Davis survey forwarded by e-mail to us Friday, June 21, 2002 and
recognize this survey will provide for vertical control for the detention pond. site topographic
survey. This survey shows limited property comers and boundary line bearings and distances for
tracts 5 and 6 only, but it is not a boundary survey and is not complete enough for tracts 2
through 6 to permit a boundary verification of these tracts. We would need full title data for
these tracts and need to perform a complete boundary survey for these tract. Upon completion of
the field survey, we could analyze the boundary for all six tracts and prepare a composite
omaership map for these tracts, complete with the existing easements for West Mary's Creek.
We would submit a copy of this map (with the topographic survey information included) for
your review of the proposed detention pond site. Once we receive the final pond site boundary,
including the exact geometries for the proposed Magnolia Drive right-of-way, we could
apportion the pond site as needed into a parcel taking map.
Based on the information provided, we propose the following scope of services:
1. Topo~raohic Survey- Approximately I20 Acres
Use existing benchmark information provided on the survey prepared by C.L. Davis. Set
additional temporary benchmarks around the proposed detention pond site at the general
overall northwest, northeast and southeast corners. Recover existing property comers for
H;\Client Corrcspondence\Proposals~2002¥unc\02-06.0? mvi.~ed 07-22-0g revised 07-26.02 doc
17171 Park Row, Suite 160 · Houston, TX 77084 · Ph 713.973.9139 · Fx 713.973,1715 · wwwJnsconsultingengineers.com · jns@jnsce.com
.TUL-2G-2002 09: 25 P. 03
Mr. Craig Hester, P.E.
· Turner Collie & Braden, Inc.
Revised July 26, 2002
Page 2
the six (6) tracts composing the pond site to use as horizontal control to locate v/sible and
apparent houses, fences, buildings, roads, ditches, utilities and other topographic features
on site. Locate West Mary's Creek along the south. Obtain elevations across the site on
a 300-foot interval grid, with shots taken every 100-feet along these lines. Extend cross-
sections across West Mary's Creek every 500 feet. We would stop our topographic
survey at the east fight-of-way line of F.M. 1128, so as not to duplicate the effort
performed by C.L. Davis in mapping F.M. 1128. We would request the City of Pearland
provide bearing and coordinate control data from Mr. C.L. Davis so as to allow our
project to merge with his project in graphic file coordination' and bearing orientation.
Boundary and Parcel Taking Survey - 6 Tracts
Perform boundary recovery and traversing to tie the property corners for the six
(6) tracts of land comprising the proposed detention pond site. Perform analysis
and computations necessary to calculate the final boundary for these tracts.
Bearings would be based on existing surveys provided to us.
Perform computations as needed to calculate proposed parcels of land required for
the detention pond site. We would work with the specified boundary dimensions
provided by others.
Prepare a composite map and metes and bounds descriptions for six (6) parcels of
land. The map and descriptions will be signed and sealed by a registered
professional land surveyor and shall be certified to as a Category I A, Conditions
II Survey.
We would require full title data and easement deeds for the six (6) tract of land subject to
takings, copies of easement documents for West Mary's creek and copies of subdivision plats
along the north and south sides of the proposed pond site. These would be required prior to our
field survey in order to provide for boundary recovery.
We could perform this work for the Not to Exceed mount as follows, based on our rates on the
attached rate schedule.
1 Topographic Survey 120 Acres $11,980.00
2 Boundary and parcel Taking (six (6) Tracts) ~;17,860.00
Total Smweying ~;29,840.00
We will notify you in writing upon the discovery of any unforeseen problems which would cause
the mount of this work to exceed the above listed fees.
We could begin this work at your convenience and would require approximately 45 days to
complete the preliminary boundary and topographic survey.
H;~Client Correspondence\Proposals~.002\June\02-06417 revised 07-22-02 r~viscd 07-26-02,d0~
JUL-26-2002 09:26 95X P.04
~UL ~6 ~UU~ ~:~UHH HP LH~b~Jbl ~UU p.b
Mr. Craig Hester, P.E.
Tttrner Collie & Bra&n, Inc.
Revised July 26, 2002
Page 3
Please review this proposal and call if you have any questions or comments. Please sign in the
space provided below as authorization to proceed with these services. We look forward to
working with you and the City of Pearland on this project.
Sincerely,
JNS Consulting Engineers, Inc.
Jon N. Strange, P.E., R.P.L.S.
President
JNS/l~L~/kjr
Authorization:
Date:
H:~,Client Corre~pondenc¢\ProposalsL2002\June\02.1~6-07 revi~ed 0'1-22-02 revi~ed 07-26-02.doe
JUL-2G-2002 139:26 95Y, P.[35
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