HomeMy WebLinkAboutCC AG PKT 2009-08-10 #ZAGEN®A STAFF REPORT
DATE: August 10, 2009
TO: Honorable Mayor and City Council
THRU: David Carmany, City Manager
FROM: Vince Mastrosimone, Director of Public Works
SUBJECT: RESTROOM FACILITIES AT COLLEGE PARK EAST
SUMMARY OF REQUEST:
The City Council has asked staff to provide construction cost for restroom
facilities in city parks.
SACKGROUIVD:
Staff has been asked to provide cost estimates for monthly rental for temporary
and permanent restrooms at City Parks. To provide more accurate cost staff
used Heather Park as an example to calculate typical construction cost for a park
with existing utilities.
The following break down outlines detailed cost for construction and installation
of a basic prefabricated unisex restroom:
UNIT
NO DESCRIPTION QUANTITY UNIT COST TOTAL
1 UNCLASSIFIED EXCAVATION 144 SF $15.00 $2,160
2 GRADE, LEVEL AND COMPACT 144 SF $10.00 $250
3 SOILS TESTING 1 LS $1,500.00 $1,500
4 4" SEWER LINE 60 LF $320.00 $19,200
5 3/4" WATER LINE 60 LF $50.00 $3,000
6 ELECTRICAL LINE 10 LF $20.00 $200
7 CONCRETE ACCESS PATH 150 SF $12.00 $1,800
8 INSPECTION 20 HR $85.00 $1,700
9 PREFAB UNISEX SINGLE STALL 1 LS $35,000.00 $35,000
TOTAL $64,810
SAY 65 000
Additional upgrades like marine package, split face block and stainless steel
toiletries will add an additional $5,000. Please see attached brochure and layout
plans.
Agenda Item Z
Page 2
The monthly cost for a unisex restroom ranges from $75 to $256 depending upon
the cleaning frequency and restroom type. Staff contacted a vendor So Cal
Sanitation to verify monthly cost to rent a unit similar to the above permanent
unisex restroom. The unit was called the Deluxe Flush with Sink with a~ monthly
rental of $175 per month for once a week maintenance and $256 per month for
twice a week. A one time fee of $35 is applied for delivery.
FINANCIAL IMPACT:
No financial impact at this time.
RECOMMENDATION:
No recommendation at this time.
SUBMITTED
Vince Mastrosimone
Director of Public Works
NOTED AND APPROVED:
David Carmany, City Manager
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The Ozark I is an Duratii%ity: f°'• ~ C'leaning of the building
economical single flush interior is easily
The Ozark I is engineered
building that meets ADA. It accomplished with a brush
and designed for long-life
has a small overall footprint in extreme conditions. The and warm soapy water. The ~
and can be building meets or exceeds walls and roof structure are
placed next the effects of a Zone 4 made of"colored through
to an existing earthquake, a 140-mph wind ;, concrete",coated with an
restroom to • - • :~ exterior stain, followed by
load and a 250 pounds pe'r ~°'
bring a park square foot snow load: ~ an anti-graffiti sealer.
up to ADA
<• i:xZA;
standards Maintenance:.~~ ~ = ~ ~,~:. ~. ' , ~;~ ~ ,
or placed The Ozark I is extremely ~ • ,`~• •I=~°
in smaller neighorhood easy to inaintain:~~With our ' •'~ • ~~ ~ `~;~'
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parks. The Ozark I comes .,. ~~:. ~< <~` -'` , ;`~ ..~
-steel reinforcec3~5 000 psi;~;~.x• ~. ..- : ,
with sink,toilet,interiorand ~ `~' ~••: ~- - <'~"• ~•:~"s''"°" ~ '`'='
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exterior lights, and electric ~ '' W ° ~~ ~' ~ ~ , • _ '* : ~,~ r~•. ~ . ~~;; -'>- : ~ ,
building will. not~rot, rust, or .._ _ ~ ~ ~ _ .
exhaust fan. It can have ~ ' "`'x `' "' ~ ~* '_ '° ' '' ~ "=~ `.' ''~'~ ~ • ~..
burrn~Tle liuil'ding,interior.`• . ;:;~:.x , ~ ~ ,~ : ,
an o tional urinal and ~ ~~~'~' _ `` ~ ~ ~ ~ - ~ ~ - ~ ~` ~;~ •• ,'~~~ ~~ ~ ' ' .:`.,~ ''
p ~ ; is'~prtme'd~~and painted :..: f: ~~ - ~~~~ ', ~~ ; ~R,M;; ;;;
stainless steel fixtures. The '~~'~''`° "- := ~''.'~'~ ~••~~, .,' ' :~.. ` ~ .. . _°";.•:•~;F;':.; ~'-
witli,',w~hitepant to, i-eflect:~, E: ~, ;~•: ^;w•~~,~~;•`;;,•~
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Ozark I s chase area also natural_light,from the Lexan`~ ~:"~~'~~~:~. = ;°;~?-`; `~
can be used for storage. The ~~ ~';~' .~ .: ' . ~ . ~-_..' . +, ~..~;,~T~~ .~ _ :_~' f,Ns„' .'.
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. ~ pre-wired, plumbed-and :: . '~~' base ofsix-inches thick, ; . completedy
tested before shi iri ~ ~ •~ compacted to a ninety-~ " .";_ hours by~cc
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to reduce the effects of ~ . the-ait~,120,000 square foot:
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. .:. proiluctiori'facilities,CXT. ~.
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Standard plumbing fixtures
are made of vitreous china
construction. Optional ,
stainless steel~fixtures are
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Hot water and room
heaters are also available
as options on this restroom.
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SECTION VIEW A-A - RESTROOM DETAIL SECTION VIEW 8-B - RESTROOM DETAIL °"""
OIIERIOR EIEVATI0N5
02 1-04
CXT INCORPORATED
SPOKANE, WASHINGTON
SPECIFICATIONS
FOR OZARK I STYLE
FLUSH TOILET BUILDINGS
1.0 SCOPE
This specification covers the construction and placing of the Ozark I precast concrete
flush toilet building as produced by CXT Incorporated.
2.0 SPECIFICATIONS
ASTM C33 Concrete Aggregates
ASTM C39 Method of Test for Compressive Strength of Cylindrical Concrete
Specimens
ASTM C94 Standard Specification for Ready-Mixed Concrete
ASTM C143 Method of Test for Slump of Concrete
ASTM C150 Standard Specification for Portland Cement
ASTM A185 Standard Specification for Steel Welded Wire Reinforcement, Plain,
or Concrete
ASTM C192 Method of Making and Curing Test Specimens in the Laboratory
ASTM C231 Standard Test Method for Air Content of Freshly Mixed Concrete
by the Pressure Method
ASTM C309 Standard Specifications for Liquid Membrane-Forming Compounds
for Curing Concrete
ASTM C494 Standard Specification for Chemical Admixtures for Concrete
ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars
for Concrete Reinforcement
ASTM C979 Standard Specification for Pigments for Integrally Colored Concrete
ACI 211.1 Standard Practice for Selecting Proportions for Normal,
Heavyweight, and Mass Concrete
ACI 306 Cold Weather Concreting
ACI 318 Building Code Requirements Structural Concrete and Commentary
(includes Errata)
PCI MNL 116 Quality Control for Plants and Production of Precast Prestressed
Concrete Products
CXT Incorporated 1 Doc 5.17
Ozark I Flush Toilet Specification REV 13
3.0 MANUFACTURER CRITERIA
The manufacturer supplying the requested precast concrete flush facility must meet
the following:
A. Manufacturer must be ISO 9001 certified at the time of bid.
B. Manufacturing plant must be PCI certified at the time of bid.
C. Manufacturer must not have defaulted on any contract within the last five years.
D. Manufacturer must provide stamped, engineered drawings prior to acceptance.
E. Manufacturer must be pre-approved prior to bidding.
F. Manufacturer must show four examples of precast concrete flush facilities
produced, installed and in use as an example of their ability to perform this
contract.
Manufacturers meeting these criteria are:
CXT, Incorporated
Spokane Industrial Park
3808 North Sullivan Road, Building 7
Spokane, WA 99216
Phone: 800-696-5766
4.0 DESIGN CRITERIA
The Ozark I has been designed to meet the following criteria. Calculations and
Engineer's stamped drawings are available, for standard buildings, upon request by the
customer and are for their sole and specific use only. The design criteria are to ensure
that the Ozark I not only will withstand the forces of nature listed below but to provide
protection from vandalism and other unforeseen hazards. Design criteria include 2006
IBC Code, 2006 IPC, 2008 NEC.
A. Roof Snow Load
1. The Ozark I is designed to withstand a 250 pounds per square foot snow load.
B. Floor Load
1. The Ozark I is designed to withstand 400 pounds per square foot floor load.
CXT Incorporated 2 Doc 5.17 -
Ozark (Flush Toilet Specification REV 13
C. Wind Load
1. The Ozark I will withstand the effects of 150 mile per hour (3-second
gust) wind exposure C.
D. Earthquake
1. The Ozark I will withstand the effects of a seismic group 1 seismic design
category E earthquake.
E. Additional Design Standards
1. The Ozark I is designed to meet the requirements of the sixty-inch turning
radius inside toilet room specified by the American with Disabilities Act
Requirements and Uniform Federal Accessibility Standards as of the date
of these specifications.
2. The Ozark I is an all concrete design with a minimum 3/12 roof pitch.
5.0 MATERIALS
A. Concrete -General
The concrete mix design will be designed to ACI 211.1 to produce concrete of
good workability.
1. Concrete will contain a minimum of 505 pounds of cement per cubic
yard. Cement will be a low alkali type I/II or III conforming to ASTM C-150.
2. Coarse aggregates used in the concrete mix design will conform to ASTM
C33 with the designated size of coarse aggregate #67.
3. Minimum water/cement ratio will not exceed .45.
4. Air-entraining admixtures will conform to ASTM C260. Water reducing
admixtures will conform to ASTM C494, Type A.
B. Colored Concrete
1. Color additives will conform to ASTM C979. A12"x12"x1" color sample
will be available for customer approval.
2. The following will contain colored concrete:
a. Toilet building roof panels
b. Building walls
c. Screen panels
3. The same brand and type of color additive will be used throughout the
manufacturing process.
4. All ingredients will be weighed and the mixing operation will be adequate
to ensure uniform dispersion of the color.
C. Cold Weather Concrete
1. Cold weather concrete placement will be in accordance with ACI 306.
CXT Incorporated 3 Doc 5.17
Ozark I Flush Toilet Specification REV 13
2. Concrete will not be placed if ambient temperature is expected to be
below 35 degrees F. during the curing period unless heat is readily
available to maintain the surface temperature of the concrete at least 45
degrees F.
3. Materials containing frost or lumps of frozen materials will~not be used.
D. Hot Weather Concrete
The temperature of the concrete will not exceed 95 degrees F. at the time of
placement. When the ambient reaches'90 degrees F. the concrete will be
protected with moist covering.
E. Concrete Reinforcement
1. All reinforcing steel will conform to ASTM A615. All welded wire fabric
will conform to ASTM A185.
2. All reinforcement will be new, free of dirt, oil, paint, grease, loose mill
scale and loose or thick rust when placed.
3. Details not shown of drawings or specified will be to AC1318.
4. Steel reinforcement will be centered in the cross-sectional area of the
walls and will have at least 1" of cover on the under surface of the floor
and roof.
5. The maximum allowable variation for center-center spacing of reinforcing
steel will be %:".
6. Full lengths of reinforcing steel will be used when possible. When splices
are necessary on long runs, splices will be alternated from opposite sides
of the components for adjacent steel bars. Lap bars #4 or smaller a
minimum of 12". Lap bars larger than #4 a minimum of 24 bar diameters.
7. Reinforcing bars will be bent cold. No bars partially embedded in
concrete will be field bent unless approved by the customer.
F. Sealers and Curing Compounds
1. Curing compounds, if used, will be colorless, complying with ASTM C309,
type I or 1-D.
2. Weatherproofing sealer for exterior of building will be a clear water
repellent penetrating sealer.
G. Caulking, Grout, Adhesive and Sealer
1. Caulking service temperatures from -40 to +140 degrees Fahrenheit.
2. Interior and exterior joints will be caulked with a paintable polyurethane
sealant.
3. Grout will be a non- shrink type and will be painted to match the color of
surrounding concrete as nearly as possible.
4. Cement base coating is formulated with a very fine aggregate system and
a built in bonding agent.
CXT Incorporated 4 Doc 5.17
Ozark I Flush Toilet Specification REV 13
H. Paint
1. All paints and materials will conform to all Federal specifications or be
similar "top-of-the-live-components". Paints will not contain more than
.06 percent by weight of lead.
2. Type of paints for toilets.
a. Inside concrete surfaces.
I Interior floors will be a high solid single-component,
chemical and urine resistant aliphatic moisture cure
urethane, that meets ADA requirements for slip resistance.
The color will be gray.
II Interior walls and ceilings will be a modified acrylic, water
repellent penetrating stain. The color will be white
followed by a clear acrylic anti-graffiti sealer.
b. Metal surfaces both inside and out.
I DTM ALKYD.
c. Exterior concrete surfaces.
I Exterior slab will be clear sealer.
II Exterior walls and roof will be a water repellent
penetrating stain in the same color as the walls or roof
followed by a clear acrylic anti-graffiti sealer.
I. Grab bars
Grab bars will be 18 gauge, type 304 stainless steel with 1-1/2" clearance. Grab
bars will each be able to withstand 300 pound top loading.
J. Toilet Paper Dispenser
Dispenser will be constructed of %" thick, type 304 stainless steel. Dispenser will
be capable of holding three (3) standard rolls of toilet paper. Toilet paper holder
fastening system will be able to withstand 300 pound top loading.
K. Steel Doors
1. Doors will be flush panel type 1-3/4" thick, minimum 16 gauge galvanized
steel, top painted with DTM ALKYD.
2. Door frames will be knockdown or welded type, single rabbet, minimum
16 gauge galvanized steel top painted with DTM ALKYD, width to suit wall
thickness. Three (3) rubber door silencers will be provided on latch side
of frame.
L. Door Hinges
Door hinges will be 3 per door with dull chrome plating 4-1/2"x4-1/2", adjustable
tension, automatic-closing for each door.
M. Lockset
1. Lockset will meet ANSI A156.2 Series 4000, Grade 1 cylindrical lockset for
exterior door.
2. Lever handle both inside and out.
CXT Incorporated 5 Doc 5.17 -
Ozark I Flush Toilet Specification REV 13
3. Either handle operates latch unless outside handle is locked by inside
push-button.
4. Push-button will automatically release when inside lever handle is turned
or door is closed.
5. Emergency slot on exterior so door can be unlocked from the outside
with a coin, screwdriver and etc.
6. Inside lever always active.
7. U.S. 26D finish.
N. Optional Dead Bolt
Deadbolt will be a Schlage standard model with a single cylinder, 2 3/"'backset,
and 626 finish. The cylinder will be a standard B661P Schlage.
O. Door Stop
Doorstop will be a dome style stop meeting ANSI 156.16.
P. Double Coat Hook
Coat hook will be 304 stainless steel 16 gauge (1.5mm), formed construction
with a satin finish and have 3/16"x 7/8" nail in anchor. Upper hook will extend at
least 2-1/2" inches from the wall. Lower hook will extend at least 1-1/4" from
the wall.
Q. Mirror
Mirror to be 18" x 36" stainless steel.
R. Door Sweep
Door sweep will be provided at the bottom of door and will be an adjustable
brush type.
S. Wall Vent
Wall vent will be crank operated allowing the unit to be opened or closed. Crank
will be removable. Wall vent frame will be cast into the concrete wall. The units'
frame will be C3 x 4.1 channel steel. The louver frame and louvers will be 18
gauge zinc coated steel with baked enamel finish. Vent to come with insect
screen.
T. Windows
1. Windows constructed from steel.
2. Window glazing will be 3/16" thick translucent pebble finished mar-
resistant Lexan.
U. Plumbing
1. All fixtures to meet ANSI A112.19.2
CXT Incorporated 6 Doc 5.17 -
Ozark I Flush Toilet Specification REV 13
2. Waste and vent material will be ABS or PVC plastic and will be plumbed
to meet Uniform Building Codes.
3. Water material will be copper tubing Type L, hard drawn. A gate valve
will be provided at the inlet end of the water line. All water lines will be
of a size to provide proper flushing action based on a nominal water
pressure of 40 psi.
4. All plumbing will be concealed in the service area.
5. Toilet will be constructed of vitreous china, wall hung, with siphon jet
action. Toilet will have a back spud for a concealed flush valve connection
and will be mounted with the top of the seat 17 inches above the finished
floor. Seat will be heavy duty solid plastic with an open front. Optional
stainless steel fixtures available.
6. Flush valve will be concealed closet flush-o-meter constructed of rough
brass. Furnish valve with integral vacuum breaker and wall mounted push
button. Valve will be of a water saver type with a flow of 1.6 gallons per
flush.
7. Lavatory will be vitreous china with back splashguard, front overflow
opening, equipped with brass trap and drainpipe without stopper. Sink
will be 20 inches wide x 18 inches front to back x 5 3/ inches deep with
ADA trap cover.
8. Water valve will be self-closing water set with indexed push button.
9. Hose bib available in the chase area.
10. Amain shut-offvalve and drain will be provided with plumbing.
11. Hammer arrester to be installed on water line.
12. Trap primer distribution unit shall be installed.
13. Optional Instant-Flow tankless electric water heater. Temperature rise of
75 degrees at .5gpm with a temperature preset of 104 degrees.
V. Electrical
1. All components UL listed
2. All electrical wiring will be in conduit, surface mounted in the service area
and concealed in the user compartments. All wire will be copper.
3. A 100-amp NEMA 3R breaker panel will be provided and must be mounted
on the exterior of the building to meet electrical code.
4. The chase area will have, cast in both common walls, Lexan windows to
allow light into each toilet room with one (1) 4-foot 3 bulb ceiling
mounted low temperature ballast light fixture.
5. 2 exterior 35-watt High Pressure Sodium lights, polycarbonate vandal
resistant.
6. The hand dryer is an air compression type with remote motor unit. Push
button switch located in cast nozzle housing with flexible hose connecting
blower motor, housing and nozzle. Power input 120VAC, 7A (non-heated
air).
7. Two GFI outlets located next to the sink.
8. Two restroom area exhaust fans HVI certified, with 270 CFM speed
controlled (control in chase area).
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9. Lighting on the exterior of building will be photocell activated; interior
will be motion activated; override switch in chase/utility room.
6.0 MANUFACTURE
A. Mixing and Delivery of Concrete
Mixing and delivery of concrete will be in accordance with ASTM C94, section
10.6 through 10.9 with the following additions:
1. Aggregate and water will be adjusted to compensate for differences in
the saturated surface-dry condition.
2. Concrete will be discharged as soon as possible after mixing is complete.
This time will not exceed 30 minutes.
B. Placing and Consolidating Concrete
Concrete will be consolidated by the use of mechanical vibrators. Vibration will
be sufficient to accomplish compaction but not to the point that segregation
occurs.
C. Finishing Concrete
1. Interior floor and exterior slabs will be floated and troweled. A light
broom finish will be applied to the exterior slabs.
2. All exterior building walls and exterior screen walls will be a barnwood
texture (optional textures available).
3. All exterior surfaces of the roof panels will be cast to simulate a cedar
shake roof. The underside of the overhang will have a smooth finish
(optional roof textures available).
D. Cracks and Patching
1. Cracks in concrete components which are judged to affect the structural
integrity of the building will be rejected.
2. Small holes, depressions and air voids will be patched with a suitable
material. The patch will match the finish and texture of the surrounding
surface.
3. Patching will not be allowed on defective areas if the structural integrity
of the building is affected.
E. Curing and Hardening Concrete
1. Concrete surfaces will not be allowed to dry out from exposure to hot,
dry weather during initial curing period.
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7.0 FINISHING AND FABRICATION
A. Structural Joints
1. Wall components will be joined together with two welded plate pairs at
each joint. Each weld plate will be 6" long and located one.pair in the top
quarter and one pair in the bottom quarter of the seam. Weld plates will
be anchored into the concrete panel and welded together with a
continuous weld. The inside seams will be a paintable caulk. The outside
seams will use a caulk in a coordinating building color or clear.
2. Walls and roof will be joined with weld plates, 3"x 6", at each building
corner.
3. The joint between the floor slab and walls will be joined with a grout
mixture on the inside, a matched colored caulk on the outside and two
weld plates 6" long per wall.
B. Painting/Staining
1. An appropriate curing time will be allowed before paint is applied to
concrete.
2. Some applications may require acid etching. A 30% solution of
hydrochloric acid will be used, flushed with water and allowed to
thoroughly air dry.
3. Painting will not be done outside in cold, frosty or damp weather.
4. Painting will not be done outside in winter unless the temperature is 50
degrees F. or higher.
5. Painting will not be done in dusty areas.
6. Schedule of finishes.
a. Inside concrete surfaces.
I Interior floors will be one coat of a high solid single-
component, chemical and urine resistant aliphatic
moisture cure urethane, that meets ADA requirements for
slip resistance.
II Interior walls and ceilings will be 2 coats of a modified
acrylic, water repellent penetrating stain, followed by 1
coat of clear sealer.
b. Metal surfaces both inside and out.
I 2 coats of DTM ALKYD.
c. Exterior concrete surfaces.
I Exterior slab will be 1 coat of clear sealer.
II Exterior walls will be 2 coats of water repellent
penetrating stain in the same color as the walls or roof
followed by 1 coat of clear acrylic anti-graffiti sealer.
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8.0 TESTING
A. The following tests will be performed on concrete used in the manufacture of
toilets. All testing will be performed in the CXT (PCI certified) laboratories.
Testing will only be performed by qualified individuals who have been certified
ACI Technician Grade 1. Sampling will be in accordance with ASTM C172.
1. The air content of the concrete will be checked per ASTM C231 on the
first batch of concrete. The air content will be in the range of 5.0 ± 2%.
2. The compressive strength of the cylinders will be tested to ASTM C39. We
will make one (1) cylinder for release, one (1) for 7 days and one (1) for
28 days. The release must be a minimum strength of 2500 psi, the 7-day
must be a minimum of 4500 psi and the 28-day must be a minimum of
5000 psi.
3. A copy of all test reports will be available to the customer as soon as 28-
daytest results are available.
9.0 INSTALLATION
A. Scope of Work
Work specified under this Section relates to the placement of the unit by CXT on
customer prepared foundations.
B. Location
It's the responsibility of the customer to:
1. Provide exact location by stakes or other approved method.
2. Provide clear and level site free of overhead and/or underground
obstructions.
3. Provide access to the site for truck delivery and sufficient area for the
crane to install and the equipment to perform the contract requirements.
4. Water, electrical, and sewage site connections to be placed per CXT
drawings. Must be placed to easily connect to the building.
C. Compacting
The bottom of the area must be compacted after it has been dug out. After the
base has been placed, it must be compacted as well. The bearing of the soil and
base should be a minimum of 1,500 pounds per square foot.
D. Base
After compacting the bottom of the area, a minimum of 6" of a compacted, 3/"
minus material base of gravel (i.e. road base) should be placed for support,
leveling and drainage purposes. The base also limits frost action. The base must
be confined so as to prevent washout, erosion or any other undermining.
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E. Access to Site
Delivery to site made on normal highway trucks and trailers. If at the time of
delivery conditions of access are hazardous or unsuitable for truck and
equipment due to weather, physical constraints, roadway width or grade, CXT
may require an alternate site with better access provided to ensure a safe and
quality installation. In any such case, additional costs for cranes, trucking, and
etc. will be charged to the account of the customer.
10.0 WARRANTY-PRECAST DIVISION
CXT warrants that all goods sold pursuant hereto will, when delivered, conform to
specifications set forth above. Goods shall be deemed accepted and meeting
specifications unless notice identifying the nature of any non-conformity is provided to
CXT in writing within one (1) year of delivery. CXT, at its option, will repair or replace the
goods or issue credit for the customer provided CXT is first given the opportunity to
inspect such goods. It is specifically understood that CXT's obligation hereunder is for
credit, repair or replacement only, F.O.B. CXT's manufacturing plant, Spokane,
Washington and does not include shipping, handling, installation or other incidental or
consequential costs unless otherwise agreed to in writing by CXT.
This warranty shall not apply to:
1. Any goods which have been repaired or altered without CXT's express written
consent, in such a way as in the reasonable judgement of CXT, to adversely affect
the stability or reliability thereof;
2. To any goads which have been subject to misuse, negligence, acts of God or
accidents or
3. To any goods which have not been installed to manufacturer's specifications and
guidelines, improperly maintained, or used outside of the specifications for
which such goods were designed.
11.0 DISCLAIMER OF OTHER WARRANTIES
The warranty set forth above is in lieu of all other warranties, express or implied. All
other warranties are hereby disclaimed. CXT makes no other warranty, express or
implied, including, without limitation, no warranty of merchantability of fitness for a
particular purpose or use.
12.0 LIMITATION OF REMEDIES
In the event of any breach of any obligation hereunder, breach of any warranty
regarding the goods or any negligent act or omission or any party, the parties shall
otherwise have all rights and remedies available at law; however, IN NO EVENT SHALL
CXT BE SUBJECTTO OR LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES.
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