HomeMy WebLinkAboutResolution - 2008-R0272 - Professional Services Agreement - Pall Corporation - 08_12_2008Resolution No. 2008-RO272
August 12, 2008
Item No. 5.13
RESOLUTION
E IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
cted to execute for and on behalf of the City of Lubbock a Professional Services/Pilot
ly Rental Agreement by and between the City of Lubbock and Pall Corporation and
related documents. Said Agreement is attached hereto and incorporated in this
olution as if fully set forth herein and shall be included in the minutes of the Council.
TTEST:
by the City Council this 12th day of August 2008.
A
AS TO CONTENT:
TOM MARTIN, MAYOR
City Manager/Water Utilities Director
AS TO FORM:
=P�
ird K. Casner, First Assistant City Attorney
080608
CONTRACT NO.
-�
Resolution No. 2008-RO272
Professional Services/ Pilot Study Rental Agreement
This Professional Services/Pilot Study Rental Agreement is entered into this 12th
day of August , 2008, by and between Pall Corporation, a New York
corporation ("Lessor") and the City of Lubbock, Texas, a Texas home rule municipal
corporation ("Lessee").
1.0 Generally. These terms and conditions (these "terms") shall apply to the pilot
study from Lessor including the use of certain equipment ("Equipment or "Pilot Unit"")
as described with more particularity in that certain Request for Proposal, RFP No. 08-
726-BM Membrane Pilot Study and Qualifications Program ("RFP"), Lessor's response
thereto ("Response") and that certain Memorandum, prepared by Black and Veatch
Corporation, dated on or about July 25, 2008, (the "Memorandum") attached hereto as
Exhibit "A". The pilot study equipment shall at all times remain the property of Lessor,
and Lessee shall have no right, title or interest herein.
1.1 Delivery, Price and Payment. The total lump sum cost for the rental and the
items, activities, and matters set forth or provided for herein is Forty Thousand and No/00
Dollars ($40,000.00). Delivery of the Equipment shall be on or before September 15,
2008, and is FOB pilot site at Lake Alan Henry. Payment shall be made in U.S. Dollars,
unless otherwise agreed in writing by Lessor. Payments will be due within 30-days of
milestone completion. A monthly interest charge at the rate of 1.0 percent or the
maximum legal rate allowed by applicable law, whichever is lower, will be assessed on
all past due payments. Except as otherwise stated, the prices provided to Lessee do not
include any taxes applicable to the lease of the Equipment.
Page 1-Pilot Study Rental Agreement.Pall
1.2 Warranty, Limitation of Liability and Remedies.
(a) THERE IS NO WARRANTY OF MERCHANTABILITY WITH
RESPECT TO THE EQUIPMENT, NOR IS THERE ANY OTHER
WARRANTY, EXPRESS OR IMPLIED, MADE BY LESSOR, EXCEPT AS
PROVIDED FOR HEREIN.
(b) At the time of its delivery to Lessee, Lessor represents and warrants to
Lessee that the Equipment is in good operating condition and capable of
performing all functions and activities as provided in the RFP, the Response and
the Memorandum.
(c) Lessor's liability under any warranty contained herein is limited solely, in
Lessor's discretion, to replacing, repairing or issuing credit, provided, that Lessee
promptly notifies Lessor in writing of any claims and provides Lessor with an
opportunity to inspect the Equipment.
(d) In no event shall Lessor be liable for any piece of Equipment (and any
claim or loss relating thereto) which is improperly maintained by Lessee, altered
after delivery to Lessee by someone other than Lessor, or subjected to misuse,
abuse, or improper operation by Lessee, accident after delivery to Lessee, or
negligent, transportation by Lessee.
(e) In no event shall Lessor be liable for any claim or loss arising as a result of
Lessee's improper or negligent installation, use, storage, handling or maintenance
of the Equipment.
(f) Intentionally omitted.
Page 2-Pilot Study Rental Agreement.Pall
1.3 Maintenance of Equipment. Lessor shall supply at Lessor's expense those
replacement parts that require replacement due to the normal wear and tear of everyday
operation. Lessee shall bear all risk of loss and damages to the Pilot Unit after its
delivery to Lessee, as provided in Section 1.1 and 1.2(b), from any cause other than
defect and normal wear and tear. Any charges for repairs that might arise from the above
mentioned damages caused by the Lessee will be billed to Lessee at Lessor's cost and are
subject to payment by Lessee within thirty days after invoice date.
1.4 Indemnification. Lessee, to the extent permitted by law, shall indemnify and
hold harmless Lessor from all claims, actions, costs, expenses, damages and liabilities
including attorneys' fees, arising out of, or in connection with, the use of the Pilot Unit
by Lessee resulting from negligent actions by the Lessee. The Lessee shall not be
responsible for any loss or damage associated with the transportation of the Pilot Unit
during shipment, installation, and removal of the [Pilot Unit]. The Lessee shall not be
responsible for any loss or damage caused or contributed to by Lessor's field techs and
other agents and employees or occurences during or prior to delivery of the Equipment to
Lessee. Lessor shall indemnify and hold harmless the Lessee from all claims, actions,
costs, expenses, damages, and liabilities including attorney's fees arising out of, or in
connection with the delivery and/or the use of the Equipment or occurring prior to
delivery of the Equipment to Lessee resulting from negligent actions by Lessor. In
addition, Lessor shall indemnify and hold harmless the Lessee in regards to workers
compensation or other claims by Lessor's employees while on Lessee's property.
1.5 Termination. Lessor may terminate this Agreement (i) with effect immediately,
if Lessee becomes insolvent or makes any arrangement or composition with it's creditors
Page 3-Pilot Study Rental Agreement.Pall
or enters into a liquidation or winding up (whether voluntary or compulsory) or has a
receiver appointed; or (ii) Lessee breaches any of its obligations hereunder and such
failure is not cured within a period of 10 calendar days after receipt of written notice from
Lessor specifying such breach. Upon such termination (or upon expiration of this lease),
Lessee shall promptly return to Lessor at Lessee's pilot site at Lake Alan Henry the
equipment at Lessee's cost and pay to Lessor any and all amounts due Lessor as of the
date of such termination (or expiration).
In the event Lessor shall breach or fail to perform any of its obligations
hereunder, if such matter is not cured within a period of 10 calendar days of the receipt of
written notice from Lessee specifying such breach, Lessee may exercise any and all rights
and remedies, which shall be cumulative, available to it by law, contract, equity or
otherwise.
1.6 Entire Agreement. The terms of this Agreement, including matters incorporated
herein by reference, are the entire agreement of the parties and may not be modified
except in writing signed by Lessor.
1.7 Confidentiality. Except as required under Local, State, and Federal laws,
including, without limitation, the Texas Public Information Act, Chapter 552 of the Texas
Government Code, the Lessee shall not release pilot operating strategy, operational
parameters or performance data without written permission from Lessor. Except as
required by Local, State and Federal Law, including without limitation, the Texas Public
Information Act, Chapter 552 of the Texas Governement Code, the Lessee will, using
reasonable diligence, safeguard the confidentiality of the information required for and
generated by this pilot study and not disclose any part of it to any person or entity other
Page 4-Pilot Study Rental Agreement.Pall
than to those employees, officers, elected and appointed officials, and consultants of its
respective companies and/or other related associates who might require access to the
information for the purposes set forth in this Agreement unless agreed to by Lessor,
which will not be unreasonably withheld.
1.8 No Waiver. A waiver by either Lessee or Lessor of a breach of this Agreement
shall be in writing to the effective. In the event either party shall execute and deliver
such waiver, such waiver shall not affect the waiving party's rights with respect to any
other or subsequent breach.
1.9 Governing Law and Venue. THIS AGREEMENT IS TO BE CONSTRUED
UNDER TEXAS LAW WITHOUT REGARD TO CONFLICT OF LAW RULES THAT
WOULD DIRECT APPLICATION OF THE LAWS OF ANY OTHER JURISDICTION.
THE OBLIGATIONS OF THE PARTIES CREATED BY THIS AGREEMENT ARE
PERFORMABLE, AT LEAST IN PART, IN LUBBOCK COUNTY, TEXAS. VENUE
FOR ANY ACTION BROUGHT PURSUANT TO THIS AGREEMENT, OR
ACTIVITY CONTEMPLATED HEREBY, SHALL EXCLUSIVELY BE IN COURTS
OF COMPETENT JURISDICTION OF LUBBOCK COUNTY, TEXAS.
1.10 Notice. Any notice required by this Agreement shall be deemed to be properly
served, if (i) provided in person or by telephonic facsimile; or (ii) deposited in the United
States mail by certified letter, return receipt requested, addressed to the recipient at
recipient's address shown below, subject to the right of either party to designate a
different address by notice given in the manner just described. Notice shall be deemed to
be received when delivered if provided in person or by telephonic facsimile or, if
Page 5-Pilot Study Rental Agreement.Pall
deposited in the United States mail, as set forth above, three (3) days after depositing
such notice in the United States mail, as set forth above.
For Lessee:
Thomas Adams, Director of Water Utilities
City of Lubbock
P O Box 2000
Lubbock, Texas 79457
Facsimile: 806-775-2051
For Lessor:
Matthew Montgomery
Pall Corporation
2200 Northern Blvd.
East Hills, NY 11548
Facsimile: 516-484-3 216
1.11 Partial Invalidity. if any provision of this Agreement is declared invalid or
unenforceable, such provision shall be deemed modified to the extent necessary to render
it valid and enforceable so long as said modification is reasonably within the intent of the
parties as originally expressed. In the event such provision may not be so modified, the
unenforceability or invalidity of any provision shall not affect any other provision of this
Agreement, and this Agreement shall continue in force and effect as if such provision had
not been included in this Agreement.
1.12 Assignment. Neither Lessee nor Lessor may assign this Agreement, in whole or
in part, without the written consent of such assignment by the non -assigning party.
Lessee and Lessor each bind itself or himself, their legal representatives and permitted
assigns in respect to all provisions of this Agreement.
Page 6-Pilot Study Rental Agreement.Pall
12th
Dated this -4 day of August, 2008.
PALL CORPORATION
By
IV T7em-s s11JM-4p�t1 ���,� prc�CeSs +ne
-Thotn&S POsch nr> nn, sr NP
CITY OF LUBBOCK
TOM TIN, MAYOR
ATTEST:
PAk,", -
Reb cca Garza, City ecretary
APPROVED AS TO CONTENT:
Thomas Adams, Deputy City Manager/Director
Of Water Utilities
APPROVED AS TO FORM:
Richard K. Casner, First Assistant City Attorney
vw/CityAtt/Richard/Pilot Study Rental Agreement.Pall
Page 8-Pilot Study Rental Agreement.Pall
Resolution No. 2008-RO272
Exhibit "A"
BLACK & VEATCH CORPORATION
MEMORANDUM
City of Lubbock, TX
Lake Alan Henry Water Treatment Plant
Pilot Testing Program
Pilot Unit Installation
To: Mr. Wood Franklin
City of Lubbock
From: David Timmermann, Norm Jagels
Project No. 161704.0300
B&V File B-1.01
July 25, 2008
This document presents the proposed scope of work where assistance is requested for the
installation of four membrane pilot plants. The following paragraphs outline the items that need
to be completed for the startup of the pilot units and provide detailed instructions on pipe
connections, pipe routing and materials of construction. All electrical and plumbing work should
be completed by August XX, 2008.
If there are any questions or if you would like to discuss the scope of work in further detail,
please contact Norm Jagels or David Timmermann with Black & Veatch at 214-570-7000.
Requested City of Lubbock Assistance
1. Unload, uncrate, position and install all delivered equipment. The equipment is to be
furnished by the City of Lubbock or others as indicated. All crating materials should be
stored until the completion of the pilot, study. City. of Lubbock will -be responsible for
properly packing all of the provided components for safe shipping.
2. The following equipment is to be installed as described below:
Raw Water Supply Pump Supplied by the City of Lubbock (See Raw Water Pump
Data)
• Electrical requirements vary based on final pump selection
Two Plate Settler Pilot Units obtained by the City of Lubbock through Meurer
Research, Inc.
• 240V, 3 phase each
• 1 Circuit 110 V, 20 Amp each
Raw Water Strainer supplied by the City of Lubbock (See Raw Water Strainer Data)
• No power required
Membrane Skid Supplied by Pall Water Processing
• 230 V, 30 Amp, single phase (pilot skid)
• 230 V, 40 Amp, single phase (air compressor)
• 120 V, 20 Amp (service outlet)
07/25/2008
Page 1
Membrane Skid Supplied by Siemens-Memcor (Pressure Type)
• 460 V, 15 Amp, 3 Phase (pilot skid)
• 460 V, 15 Amp, 3 phase (air compressor)
Membrane Skid Supplied by Siemens-Memcor (Submerged Type)
• 460 V, 15 Amp, 3 Phase (pilot skid)
• 460 V, 15 Amp, 3 phase (air compressor)
Membrane Skid Supplied by Zenon
• 460 V, 30 AMP, 3 phase (pilot & air compressor skids)
Engine/Generator for operating pilot units and associated equipment during a power
outage to be provided by the City of Lubbock.
• Size will depend on existing systems besides the pilot facilities that will be
operated during the power outage. if assistance is needed to determine the
size needed, please contact us.
Backwash Return Pump supplied by the City of Lubbock
• 11 OV, 20 Amp
Recycle Pump with float switch supplied by the City of Lubbock
• 115V, 20 Amp
Transfer Pump with timr switch supplied by the City of Lubbock
• 115 V, 20 Amp
3. Install dedicated phone lines for internet service to each membrane pilot unit.
4. Install inlet and outlet piping to and from the membrane units outside the membrane
system scope of supply including: source water header, individual branch lines to
membrane units, CIP Waste line, MW Waste line, backwash waste line, and filtrate
header.
5. Install and field route inlet, outlet, bypass and overflow lines associated with 2,100 gallon
settled water tank, 500 gallon backwash tank, 3,000 gallon MW waste tank (Acidic),
3,000 gallon CIP waste tank (Hypochlorite/Caustic), 500 gallon lake return tank, 3,000
gallon settling tank, 2,500 gallon recycle water storage tank, and 3,000 gallon solids
storage tank.
6. Install flow meters, valves, timer, and strainers not associated with the equipment
provided by the membrane system pilot suppliers or the plate settler pilot suppliers.
7. Provide chemicals for operation of the pilot plant. (Additional details to follow):
• Polyaluminum Chloride
• Sodium hypochlorite
07/25/2008
Page 2
The following paragraphs provide detailed instructions on the materials of construction, pipe
routes, etc. Refer to the attached Figure I Pilot Plant Piping Arrangement for the arrangement
and general sizing of piping required.
Pilot Plant Storage Tanks
The pilot plant requires the purchase of 8 storage tank units which range in size and application
from 500 gallons to 3,000 gallons. The storage tank units should be purchased as follows:
Tank
Minimum
Size allons
Service
Material
Minimum
Inlet/Outlet Size
Backwash
500
Settled Water
Polyethylene
3 inch
Settled Water
2,100
Settled Water
Polyethylene
4 inch
Lake Return
500
Settled
Water/Filtrate
Polyethylene
3 inch
MW & CIP Waste
3,000
Chemical
Polyethylene
4 inch
MW & CIP Waste
32000
Chemical
Polyethylene
4 inch
Settlin Tank
3,000
Solids Handling
Polyethylene
3
Reg cle Water Storage
2,500
Solids Handlin
Polyethylene
3
Solids Storage
3,000
Solids Handlin
Pol eth lene
3
Based on preliminary layouts, it appears the settled water, both chemical tanks, settling tank,
recycled water storage, and solids storage tank will need to be located outdoors near the
administration and shop building.
.Backwash. Tank...:. .
The 500 gallon backwash tank will receive the backwash waste flow from the membrane pilot
units. A submersible type pump will be required in the backwash tank to pump the backwash
waste back to the raw water supply line at the head of the pilot plant. The tank needs to be open
top or be provided with a large enough opening in the top for installation of the backwash return
pump.
Lake Return Tank
The 500 gallon lake return tank will receive flows from the 6-inch filtrate header. Minimum size
for the inlet, outlet, and overflow is 3-inch diameter. A 6-inch lake return line will return flow
back to the lake. The discharge of the lake return line into the lake should be located at a
minimum of 500 feet from the existing intake structure.
MW and CIP Waste Tanks (21
Two 3,000 gallon MW and CIP Waste tanks will be required to collect the waste from the
membrane pilot units for suitable disposal off -site. One tank will hold acidic waste and the other
will hold hypochlorite and caustic waste. Both tanks will require 4-inch minimum inlet and
outlet fitting connections which are typical maximum inletloutlet sizes. Outlet fittings need to be
coordinated with the connection to the truck to be used for disposing of the waste. Provide
overflows from each taiik to the existing reverse osmosis (RO) concentrate pond.
07/25/2008
Page 3
Settled Water Tank
The 2,100 gallon settled water tank will receive flows from the plate settlers and provide settled
water to each of the membrane pilot units. Maximum water level in the tank should be 6 feet or
less. Inlet, outlet, and overflow connections need to be a minimum of 4-inch diameter. Provide
a '!z" sampling valve on the tank inlet and a drain connection on the outlet from the tank.
Provide a 4-inch bypass around the tank.
Settlin& Tank
Settled solids from the plate settler unit will intermittently discharge by gravity into the 9 foot
diameter settling tank. The settling tank should be located so the water level is I to 2 feet below
the high water level in the plate settler so that solids from the plate settlers can be discharged by
gravity into the settling tank. The maximum water depth in the tank should be 6 feet. The
settling tank will be equipped with a settled water header at the base of the tank to withdraw
solids. The settled water header shall be constructed from 2 inch PVC pipe with '/2 inch drilled
openings spaced at 1 foot intervals as shown on Figure 1. The settling tank should be equipped
with a 3-inch influent line from the plate settlers, a 3-inch settling tank overflow, and a 3-inch
effluent connection for the solids removal header. Solids from the settling tank will be pumped
to the solids storage tank. Provide a drain connection on the outlet from the tank.
Recycle Water Storage Tank
Settling tank overflow will discharge into the 9 foot diameter recycle water storage tank. The
maximum height of the tank should be 5 feet with maximum water level of about 1 foot below
the water level in the settling tank. The recycle water storage tank should be equipped with a 3-
inch opening to receive the overflow from the settling tank, a 3-inch overflow connection, and a
2-inch recycle water effluent at the base of the tank. The recycled water will be returned to the.
Plate settlers. Provide a drain connection on the outlet from the tank.. If necessary,_ recycled
water may be used for irrigation purposes.
Solids Storage Tank
The solids storage tank will receive solids settled in the settling tank. Solids will be hauled away
or discharged to the existing RO pond during emergency conditions. The tank should be
provided with a 2-inch influent connection for the solids removal line, a 3-inch overflow
connection and a 2-inch effluent connection. Outlet fittings need to be coordinated with the
connection to the truck to be used for disposing of waste. The truck connection may serve as the
drain for the solids storage tank.
Raw water supply line
A water supply of 220 gprn will be pumped from Lake Alan Henry at the existing intake
structure near the dam and conveyed through a raw water line to the pretreatment units. The
pipeline would consist of a 4-inch hose from the supply pump to the platform and 6-inch PVC or
HDPE pipe to the pretreatment units. Provide a '/2" sampling valve in the raw water supply line
upstream of any chemical feed and backwash return.
07/25/2008
Page 4
Plate Settler Pilot Units
Two plate settler pilot units which are self-contained, complete with chemical feed equipment,
inline mixer, 3 stage flocculators, inlet diffusers, plate settlers and sludge removal equipment
have been selected. Install plate settlers as follows:
• Place level pad near the north end of the administration and shop building with minimum
dimensions of 10 feet wide by 25 feet long for each plate settler unit. Acceptable pad
materials would be well compacted road base, asphalt, or concrete. The tank bottom must be
fully supported. Confirm that units are mounted at a high enough elevation to permit gravity
flow of the effluent to the settled water tank and gravity flow of the sludge to the settling
tank. Install handrails provided.
• Install static rapid mixer, inlet throttling valve, and inlet flow meter at inlet to each unit and
electrically actuated sludge outlet valve at sludge outlet if not already installed when
delivered.
• Install raw water supply piping, outlet piping to the settled water tank, and sludge outlet
piping to the 9' diameter settling tank for each unit.
• Install chemical feed system inside the administration and shop building and feed piping to
feed points on plate settlers.
• Make electrical connections to plate settler including controls, drive motors, sludge collector,
and flow meters as required. Provide power to chemical feed equipment.
Raw Water Supply Pump
A single submersible type pump will be supported from the bridge near the existing intake. The
raw water pump data is as follows:
Type of.Pump...... Submersible
Number of Units i plus I spare available
Rated total head, ft 115
Capacity at rated head, gpm 220
Horsepower 20-25 (Varies by Model)
The ITT Flygt NS3153 pump or ITT Goulds 4NS pump are recommended for this application.
The pump should be selected and purchased by the City of Lubbock. The ITT Flygt pump is
available through J&L Equipment and the ITT Goulds pump is available locally through Global
Pump and Equipment. The lead times vary by manufacturer and may be as long as 6-8 weeks.
Raw Water Strainer
The City of Lubbock should purchase and install a raw water strainer, to be located upstream of
the plate settlers, for removing debris from the raw water. The strainer should be a simplex
basket type strainer with a 4-inch inlet/outlet and a 3/16-inch perforated basket. Strainers are
available in both PVC and Cast Iron with plastic or stainless steel baskets. Provide reducers and
increasers as required to connect to upstream and downstream piping. Provide drain for strainer.
Locate strainer to allow convenient removal of basket for cleaning. Hayward distributors in the
area may be contacted at the following:
07/25/2008
Page 5
Plastic Strainer Distributors for Hayward Industrial Products
Hatfield & Co. Silver Star Supply Co.
13400 Interstate 27 1904 West 3rd St.
Amarillo, TX 79119 Odessa, TX 79763
Phone: (806) 622-2166 Fax: (806) 622-2057 Phone: (972) 288-7625 Fax: (972) 289-9063
Cast Iron Strainer Distributors
rabrotech Industries, Inc. Grainger
2089 Ninth Ave. 502 E. 40" St
Ronkonkoma, NY 11779 Lubbock, TX 79404
Telephone (631) 467-2040, 1-800-313-0153 Phone (806)-747-3594
Backwash Return Pump
Provide a float operated sump pump for installation in the backwash tank to return backwash
waste from the membrane pilot units to the pretreatment units. Pump should be capable of
delivering approximately 20 gpm (minimum) at a head of 20 feet. Suggested pump from
Grainger is Item No. 3BB68 manufactured by Dayton. Install a flow meter in the discharge of
the pump to continuously monitor flow. A customer service type meter with a capacity of-20
gpm and a totalization feature would be acceptable. Limit backwash return flow to 10 percent of
raw water flow to the plate settler units.
Transfer Pump and Timer Switch
Provide a pump to convey solids from the solids removal header in the settling tank to the solids
storage tank. The pump should be capable of handling solids and discharging 20 gpm. The
suggested pump is available through Grainger Item No. 2P390 manufactured by Daytona
Provide a time switch for controlling the time of operation of the transfer pump. Timer should
be capable of at least 10 cycles per day with minimum pump operating time of 30 seconds. A 2-
inch gate valve should be installed downstream of the transfer pump to allow throttling of
pumping rate.
Recycle Pump
Provide a recycle pump to return the water from the recycle water storage tank to the plate settler
units. The pump should be throttled to approximately 2 gpm. The suggested pump is available
through Grainger Item No. 2P390 manufactured by Dayton. Install a flow meter in the discharge
of the pump to continuously monitor flow. A customer service type meter with a capacity of 10
gpm and a totalization feature would be acceptable. A 1-inch gate valve should be installed
downstream of the recycle pump to allow throttling of pumping rate. Install a float switch in the
tank to shut off the pump on low level.
Membrane Pilot Units
Four membrane pilot units are to be installed in the existing administration and shop building.
Membrane pilot units are scheduled to arrive on site the week of August XX. 2008. Final
positioning of the membrane pilot units will be performed by City of Lubbock staff with
assistance from Parkhill Smith and Cooper personnel and Black & Veatch personnel. Final
plumbing connections associated with the membrane units will be made by the City of Lubbock
staff. Final electrical connections will be made by City of Lubbock staff.
07/25/2008
Page 6
Pilot Unit Positioning
The pilot plants should be positioned approximately as shown in the attached Figure 2 Pilot Plant
Arrangement Plan. Special care must be taken to allow adequate space for ingress, egress, and
access to the pilot units.
Phone Lines for DSL Service
Each of the pilot units should have a dedicated phone line with Cap Rock Telephone
Cooperative, Inc. serving as the Internet Service Provider (1SP). The internet connection will
allow the membrane manufacturer to continually monitor the pilot unit performance and provide
feedback on performance and assist with routine and non -routine maintenance if necessary. To
order service Cap Rock Telephone Service may be contacted at 1.800.692.4242.
• Dedicated internet lines are required, one for each of the pilot units. The City of
Lubbock needs to provide an internet router with enough LAN ports to accommodate the
total number of pilot units. Connect the router to the DSL modem provided by Cap
Rock Telephone service enabling internet access to multiple pilot units. Connections to
the membrane pilot units from the router LAN ports should be made by using ethernet
cable.
07/25/2008
Page 7