HomeMy WebLinkAbout111049 SINNETT BUILDERS - CONTRACT - BID - 5723 HOMESTEAD PARKDIVISION .
SECTION 01330 — SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
PART 1-GENERAL
1.01 Shop Drawings
A. Submit newly prepared information drawn accurately to scale. Highlight, encircle, or otherwise
indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy
standard information as the basis of Shop Drawings. Standard information prepared without specific '
reference to the Project is not a Shop Drawing.
B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns,
templates, and similar Drawings. Include the following information:
1. Dimensions.
2. Identification of products and materials included by sheet and detail number.
3. Compliance with specified standards.
4. Notation of coordination requirements.
5. Notation of dimensions established by field measurement.
6. Sheet Size: Except for templates, patterns and similar full-size Drawings, submit Shop Drawings
on sheets at least 8-1/2 by 11 incites but no larger than 24 by 36 inches.
7. Submittal: Submit 3 blue- or black -line prints and 2 additional prints where required for
maintenance manuals, plus the number of prints needed by the Contractor for distribution. The
Owner's Representative will retain 2 prints and return the remainder.
a. One of the prints returned shall be marked up and maintained as a "Record Document."
8. Do not use Shop Drawings without an appropriate final stamp indicating action taken.
1.02 Product Data
A. Collect Product Data into a single submittal for each element of construction or system. Product Data
includes printed information, such as manufacturer's installation instructions, catalog cuts, standard
color charts, roughing -in diagrams and templates, standard wiring diagrams, and performance curves.
1. Mark each copy to show applicable choices and options. Where printed Product Data includes
information on several products that are not required, mark copies to indicate the applicable
information. Include the following information:
a. Manufacturer's printed recommendations.
b. Compliance with trade association standards.
c. Compliance with recognized testing agency standards.
d. Application of testing agency labels and seals.
e. Notation of dimensions verified by field measurement.
f. Notation coordination requirements.
2. Do not submit Product Data until compliance with requirements of the Contract Documents has
been confirmed.
City of Fort Collins SECTION 01330 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
Park Planning & Development Division Page 1 of 3
o Software shall incorporate a method to eliminate excessive cycling of VFD pump
at very low flow conditions, yet not run the pump excessively at no flow
conditions.
6.20 Interface Device. The pump station shall include an all weather interface with two line,
sixteen character per line LCD display and keypad mounted on the control panel door. This
device will allow the operator to view and selectively modify registers in the controller. The unit
shall store its messages in non-volatile memory. The device will allow for display and modification
of all timers, set points, etc.
In addition to the data entry keys, the following shall be included on the systems main menu.
o Pressure, Flow and System Status: The current pressure, flow, and a system
status overview shall be displayed.
o Current Condition of all Alarms: The input state and alarm state for all active
alarms shall be shown. .
o Pump Runtime: Runtime for each pump shall be readily viewable. The runtime
must be verified by electrical pump feedback. The interface will include a grand
total and since reset value for each pump.
o Total Flow Output: This total shall include a grand total since commission and a
total since reset.
6.30 Flow Switch. The flow switch shall be A rated to handle up to five times the normal flow
rates. The switch shall be rated NEMA 4 with a pressure rating up to 250 psi at 800 Fahrenheit.
Switch shall have a voltage rating of 350 VAC to 300 VAC and maximum switching 0.5 amps.
The switch shall be constructed of G.E. Noryl (PPO) and 316 Stainless steel.
6.40 Skid Wiring. All wiring within starter and control panels and between starters and motors of
the pumping station shall be completed by the pump manufacturer. All other wiring shall be the
responsibility of the owner (or contractor).
Part 7 — Testing
7.00 Run Testing. The pumping system shall be completely run tested prior to shipment to verify
the performance. A complete report of this test shall be included with the pumping system and
shall include actual flow of test, pressure at discharge, voltage, and amperage.
Part 8 — Warranty
8.00 Scope. Manufacturer shall maintain a Factory Trained and Managed Service Network to
execute all warranty claims. All service entities must maintain as their primary core business the
maintenance, service and repair of pump systems and shall be supported by a Factory Direct
Service Group to include dedicated factory phone support technicians for 24/7 technical
assistance. The manufacturer shall provide 24/7 technical phone support to the end user during
and after the warranty period. Authorized Service Technicians must be Factory Trained and
maintain a minimum of 25 hours per year of on going in -factory training.
8.10 Warranty. The manufacturer warrants that the water pumping system or component will be
free of defects in workmanship for one year from date of delivery.
Provided that all installation and operation responsibilities have been properly performed,
manufacturer will provide a replacement part or component during the warranty life. Labor
charges (i.e., removal or replacement of parts) are excluded from this warranty. Upon request,
manufacturer will provide advice for trouble shooting of a defect during the warranty period.
I omestead Park SECTION 15140-IRRIGATION PUMP SYSTEM
Page 5 of 8
3. All electrical material shall display a UL label.
PART 3: EXECUTION
3.01 INSTALLATION:
Coordination: The Contractor shall coordinate electrical work with the progress of other work
and with the work of other trades on the job without cost to the Owner.
2. Cleanup: if so directed by the Owner—s Representative, remove any materials not installed in the
work which conflict with the work of other trades. At completion of work, clean up and remove
from premises all debris and materials not installed so premises will be left clean.
3.02 INSPECTION AND TESTS:
The Contractor shall test, under supervision of the Owner—s Representative, all wiring and
connections for continuity and grounds.
2. When directed by the Owner=s Representative, the Contractor shall demonstrate by
megger test the insulation resistance of any circuit. Where such a test indicates the
presence of faulty insulation, the contractor shall locate the point of faun, replace with
no additional cost to the Owner and demonstrate by further test the elimination of
such a fault.
3. After the installation has been completed and at such time the Owner=s Representative my
direct, the Contractor shall conduct an operating test for approval in accordance with the
requirements of this Specification.
END OF SECTION 16000
Homestead Park (06/28/02)
Section 16000
General Electrical - 3
LOG OF BORING NO. 1
—ELIE--NT ------ — ----- - - - ------ -- — -._.., - -- -- . Page 1 of 1
_ City of Fort Collins__
SITE Ridgewood Hills Development
Fort Collins, Colorado Proposed --Homestead Park
SAMPLES
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TESTS
DESCRIPTION
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The alradrwation tines represent the appraAmate boundary lines .
between soil and rock types: in-sftu, the traneitlon may be gradual.
WATER LEVEL OBSERVATIONS, ft
BORING STARTED 3-28-02
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BORING COMPLETED 3-28-02
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APPROVED DAR JOB# 20025043
GENERAL NOTES
DRILLING 8: SAMPLING SYMBOLS:
SS: Split Spoon - 1= /8" I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger
ST: Thin -Walled Tube - 2" O.D., unless otherwise noted PA Power Auger
^
RS: Ring Sampler- 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger
DB: Diamond Bit Coring - 4", N. B RB: Rock Bit
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BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary
The number of blows required to advance a standard 2-inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18-inch
penetration with a 140-pound hammer falling 30 inches is considered the 'Standard Penetration' or'N-value".
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WATER LEVEL MEASUREMENT SYMBOLS:
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WL Water Level WS: While Sampling N/E: Not Encountered
WCI: Wet Cave in WD: While Drilling
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DCI: Dry Cave in BCR: Before Casing Removal
AB: After Boring ACR: After Casing Removal
Water levels indicated on the boring logs are the levels measured in the borings at the times Indicated. Groundwater levels at
other times and other locations across the site could vary. in pervious soils, the indicated levels may reflect the location of
groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-
term observations.
DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils
^
have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or
sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays
If they are plastic, and silts if they are slightly plastic or non -plastic: Major constituents may be added as modifiers and minor
constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained
^
soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency.
CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE -GRAINED SOILS
Standard
Unconfined Penetration or Standard Penetration
..
Compressive N-value (SS) or N-value (SS)
Strenath. Qu. psf Blows/Ft. Consistency Blows/Ft. Relative Density
< 500 Q Very Soft 0-3 Very Loose
500 — 1,000 23 Soft 4-9 Loose
"
1,001 — 2,000 4-6 Medium Stiff 10 — 29 Medium Dense
2,001 — 4,000 7-12 Stiff 30-49 Dense
4,001 — 8,000 13-26 Very Stiff 50+ Very Dense
8,000+ 26+ Hard
_
RELATVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY
^
Descriptive Tern(s) of other Percent of Msior Component
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constituents Dry Welaht of Sample Particle Size
Trace < 15 Boulders Over 12 in. (300mm)
With 15 — 29 Cobbles 12 in. to 3 In. (300mm to 75 mm)
Modifier > 30 Gravel 3 in. to 04 sieve (75mm to 4.75 mm)
Sand #4 to #200 sieve (4.75mm to
RELATIVE PROPORTIONS OF FINES Silt or Clay 0.075mm) Passing #200 Sieve
-
(0.075mm)
Descriptive Term(sl of other Percent of PLASTICITY DESCRIPTION
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constituents Dry Weieht
Term Plasticity Index
Trace <5 Non -plastic 0
With 5-12 Low 1-10
Modifiers > 12 Medium 11-30
High 30+
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2. TMor_ry Measured:
lmulching
-inlet filter installation
-check bale dams
-seeding and temporary vegetation
-silt fence
D. Site Cleanup A£per Construction
-construction clean up
-smoothing of ruts
-reseeding
E. Statement of Couplianae
This certification is signed and stamped and by signing this
form the engineer(s) attests that to the best of his knowledge
the as -built conditions of the drainage facilities are as.
described in the above form and in the redlined plans enclosed.
-Failure---to properly disclose. all known information could
result in the rejection of this certification and prevent the
release of any Stormwater Utility holds on Building Permits
and/or certificates of Occupancy.
F. Signature and Stamp by a Colorado Registered Professional
Eagineer.
0-
5. Clean the site, including landscape development areas, of rubbish, litter, and other foreign
substances. Sweep paved areas broom clean; remove stains, spills, and other foreign deposits.
Rake grounds that are neither paved nor planted to a smooth, even -textured surface.
1). Compliance: Comply with regulations of authorities having jurisdiction and safety standards for
cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's
property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove
waste materials from the site and dispose of lawfully.
1. Where extra materials of value remain after completion of associated Work, they become the
Owner's property. Dispose of these materials as directed by the Owner.
END OF SECTION 01700
City of Fort Collins SECTION 01700 - CONTRACT CLOSEOUT
Park Planning & Development Division Page 6 of 6
d. Chlorinated water shall be introduced into the water lines at a constant, measured rate so
that the chlorinc,concentration is maintained at a minimum of 25 milligrams per liter of
free chlorine.
i. The entire main shall be filled with the chlorine solution.
ii. Reference Table 4 of AWWA C651-86.
e. The chlorinated water shall be retained in the main for a minimum of 24 hours, at which
time the treated water must contain no less than 10 milligrams per liter of free chlorine
residual throughout the entire length of the main.
B. Final Flushing: After chlorination, the Contractor shall flush the chlorinated water from the water
lines until the chlorine concentration is no higher than that prevailing in the system, or is less than
I milligram per liter, whichever is higher.
C. Repetition of Procedure:
1. if the initial disinfection or subsequent disinfections fail to produce satisfactory samples, the
line shall be reflushed and resampled. If the samples are still not satisfactory, the line shall be
rechlorinated by the continuous feed method of chlorination until satisfactory results are
obtained.
2. if the residual is less than 25 milligrams per liter, as stated above, the water lines shall be
rechlorinated by the continuous feed method of chlorination and retested. r .
3.10 Inspection
A. The Contractor shall ensure that the curb stop, corporation and any couplings remain exposed
until after the inspection and the approval for backfill is given by the utility.
B. The Contractor shall turn on water at the corporation stop when the service is ready for inspection.
1. The packing nut on the back of the corporation stop shall be tightened and water shall be
flushed through the curb stop.
C. All tap and service inspections shall be scheduled with the utility's meters and service supervisor.
1. A minimum of 24 hours notice is required on all tap and service inspections
D. The water shall be turned on at the curb stop by the utility only after the service line, curb stop,
stop box and meter setting is approved.
END OF SECTION
City of Fort Collins Section 02600 — Domestic Water Supply
Park Planning & Development Division Page 11 of 11
b. Mixes proportioned on the basis of trail mixtures shall meet the provisions of ACI 301
3.9.3.3.
G. Admixtures:
I. General: Noadmixtures will be allowed except as specified herein unless authorized bythe Architect. —
A II requests for approval or substitution must be made by the General Contractor and be accompanied
by sufficient information and test data for evaluation. All admixtures shall be chemically compatible
with cementitious materials and all other admixtures used in the mix. All admixtures shall be chloride.
free. No calcium chloride shall be added to concrete.
H. Chloride Ions: Maximum water soluble chloride ion concentration in concrete mix shall not exceed Following
percentages by weight of cementitious materials.
I. Concrete Over Metal Decks: 0.06%.
2. Other Concrete: 0.15%.
Mixing: Add aggregate and approximately 2/3 of required water to mixer first and mix minimum of 70
revolutions at mixing speed to insure wetting of all aggregate particles, (hen add cement, air entraining agent
and remaining water and mix minimum of 30 revolutions of mixing speed.
2.04 CONCRETE: MIX TYPES _j
A. Concrete Mixes:
Mix A - for Interior Slabs -on -Grade
3000 psi
7)pe 1/II cement, mininn ni of 564 pounds per cubic yard.
3/4 inch maximum aggregate sire.
3% maximum air.
4 inches (8 inches with superplasticizer) maximum slump.
Water Reducing Agent: Use in accordance with manufacturers recommendations.
Mix 13 for footings, columns, and grade beams.
3000 psi.
Type 1/11 cement, minimum. of 654 pounds per cubic yard.
3/4 inch maximum aggregate size.
6% t 2% entrained air.
4-inch (8 inches with superplasticizer) maximum slump.
B. Admixtures:
I. Non -corrosive, Non -chloride Accelerator: Use at all concrete slabs placed at air temperature below
50°f.
2. Air Entraining Agent: Use at all concrete required to be air entrained.
3. Superplaslicizer: Contractor's option at:
a. All pumped concrete.
b. Concrete with water/cement ratio below 0.50.
C. Mix Designs: Identified by mix identification letter. Submit new mix designs indicating slump, air content
and admixtures f'or all mixes designated to receive fibrous reinforcing. r
TAS 02136 Section 03300
Cast -in -Place Concrete - 6
DIVISION 4 MASONRY
SECTION 04100
MORTAR AND GROUT
PART'] - GENERAL
1.01 WORK 1NCLUDIID
A. Furnish Only:
1. Mortar for Section 04200 Unit Masonry
2. Grout for Section 04200 Unit Masonry
B. Related Requirements:
1. Testing: Section 01400 Quality Control.
2. Quality Control: Section 01400.
1.02 RFLATED WORK
A. Reinforcement and Accessories: Section 04150 Masonry Accessories.
B. Block: Section 04200 I brit Masonry
1.03 QUALITY ASSURANCE
A. 'testing Agency: "Testing will be conducted by an approved testing laboratory. See Section 01400.
1.04 REFERENCES
A. Reference Standards:
1. Mixes: Follow recommendations of BIA Designation M1-72 (Technical Note No. 8A, Oct. - Nov.
1972).
1.05 SUBMITTALS
A. Test Reports: Reports of tests shall be distributed in accordance with Division 1.
B. Grout Mix Design: Prior to any masonry• work, submit grout mix design in accordance with Sections 01400
and 03300.
C. Samples: Submit cured samples of colored mortar for acceptance. Final color review shall be in the sample
masonry will required in Section 04200.
1.06 DELIVERY, STORAGE AND I IANDLING
A. General Comply with Section 01600. Deliver and store materials to prevent water damage and Intrusion of
foreign matter. Deliver packaged materials in original manufacturer's containers. Damaged material subject
to rejection.
TAS 02136 Section 04100
Mortar and Grout - I
SE.CT1ON 04200
UNIT MASONRY
PART I-GFNI:RAI,
I�i1SSrli7�.�1�►[r111�1 iJ Cl /7
A. Furnish and Install
1. Masonry Work as shown on the Drawings.
13. Install Only:
I. Masonry Reinforcing liars: Section 03300 Cast -In -Place Concrete
2. Mortar and Grout: Section 04100 Mortar and Grout.
3. Cast Aluminum Brick Vents.
4. Items to be Built -In From Other Sections:
a. Bolts and Anchors.
b. Nailing Blocks.
C. Inserts.
d. Plashing Reglels and Other Sheet Metal.
C. Steel Lintels.
t. Expansion Joints - Sheet Metal or Manufactured.
g. Mechanical or Electrical Sleeves or Blockouts.
h. Access Panels.
i. All Other Built-in Members.
Related Requirements:
I. Reinforcement and Accessories: Section 04150 Masonry Accessories.
2. Quality Control: Section 01400 Quality Control.
1.02 RELATED WORK
A. Caulking Control Joints: Section 07900 Joint Sealers.
B. Paint: Section 09900 Painting.
1.03 REFERENCES
A. Reference Standards: Comply with following standards except where more stringent requirements are stated
herein.
1. American National Standards Institute, ANSI/NBS 211 (A41.a), "Building Code Requirements for
Masonry"
2. National Concrete Masonry Association, NCMA, "A Manual of Facts on Concrete Masonry"
(collection of TEK Bulletins).
3. Portland cement Association, PCA, "Concrete Masonry Handbook".
4. Uniform Building Code, UBC, Chapter 24 - Masonry.
5. Colorado Masonry Institute, CMI, 'Building Code Requirements for Masonry Construction",
CMI 301.
TAS 02136 Section 04200
1Jnit Masonry - I
PART2 - PRODUCTS
2.01 ROUGH IIARDWARL-'
A. General: Provide necessary bolts, screa:s,nails,clips,plates, straps,hangers, etc.,nccessaryforihccomple6on
of rough carpentry. Provide correct material ol'proper size and strength for the purpose intended conforming
to the requirements of this Specification, the notes on the Drawings and applicable building codes.
2.02 MI'; I -Al, FRAMING ANCHORS
A. Acceptable Manufacturers:
1. TFCO
2. Simpson Company
3. Accepted substitute with equal load capacities only
B. General: Provide with nails and bolts according to manufacturer's requirements.
C. Types: As indicated on drawings.
2.03 LUMBER
A. Framing: Provide dressed lumber, S4S, unless otherwise shown, kiln dried to maximum 19% Moisture conlent
except for thickness less than 2" nominal limit to 15%.
I. Joists, Beams, Colmnms, Exterior Studs, and Interior Load Bearing Studs: I lent Fir No. 2 Grade or
better.
2. Interior Non -Load Bearing Surds: I lem-Fir No. 2 Grade or better.
3. Plates: Hem -Fir No. 2 Grade or better.
2.04 PLYWOOD:
1. Concealed: APA rated sheathing, Exposure 1, Group I or 2, span rating and thickness as shown or
required byjob condition. 'Ihickness and identification index as indicated on the I batwings. PION idc
T&G as indicated.
2. Underlayment Grace Ice and walershield.
2.05 ANCHOR BOLTS
A. Furnish anchors to be built into concrete and masonry for anchorage of wood.
PART 3 - EXECUTION
3.01 INSPECTION
A. Verifv that surfaces to receive rough carpentry are prepared to required grades and dimensions.
3.02 INSTALLATION - GENERAL
A. General:
1. Perform in substantial manner consistent with accepted standards of the carpentry trade.
2. Framing: Erect plumb, level and true and rigidly anchor in place. Cut training square on bearings,
closely fit, accurately set to required lines and levels.
3. Nail or spike members in accordance with UBC and General Structural Notes on dare ings.
4. Framing: 16" o.c. unless otherwise indicated.
TAS 02136 Section 06100
Rough Carpentry - 2
PART2-PRODUCTS
2.01 MANUFACTURERS
A. Approved Manufacturers
I. Berridge Manutacturing Co., I louston, Texas.
2. Accepted Substitute.
2.02 SYSTIiM
A. General: Berridge S-deck.
B. Material: Pre -finished 24-gauge hot dipped galvanized steel.
C. Finish: Kynar 500 or Hylar 5000 Fluorocarbon Coating
D. Colors: Selected from standard colors.
F. Panels: One-piece form rolled, continuous length.
F. Fasteners: Per manufacturer's recommendations.
2.03 ACCESSORY MATERIAL
A. Nails and Fasteners: Galvanized or cement coated, size and type as required.
B. Sealant: As recommended by manufacturer. Roofers mastic is not allowed.
PART 3 - I?XECUIION
3.01 INSPECTION
A. Inspection: Examine surfaces to receive roofing. Report unsatisfactoryconditions to the General Contractor.
B. Acceptance: Beginning of installation means acceptance of existing conditions.
3.02 PREPARATION
A. Field Measurements: Before fabricating, verify shapes and dimensions of surfaces to be covered.
3.03 PANEL INSTALLATION
A. Underlayment: Apply underlayment to plywood deck, lap underlayment horizontally staring at cave
B. General: Install metal rooting on underlayment in accordance with manufacturer's instructions and reviewed
Shop Drawings. Exposed fasteners are allowed. Caulk scams with sealant as required.
C. Erection of panels must be started so that sheets will be held true to line. field horizontal lines straight and
level and vertical lines plumb.
TAS 0213E Section 07610
Sheet Metal Roofing -
DIVISION 15
SECTION 15140-IRRIGATION PUMP SYSTEM
Part 1 — General
1.00 General. To provide a single source responsibility for the manufacture, warranty, and
operation of a prefabricated, skid mounted, fully automatic pumping system for turf irrigation.
The pumping system shall conform to the following specifications in all respects. This
specification covers the minimum requirements; however, it should not be construed as all
inclusive. It is the successful vendor's responsibility to include all necessary appurtenances to
provide for a complete, automatic, smooth operating, and reliable pumping system. The
manufacturer shall supply a complete set of general arrangement drawings, electrical power
schematics, and control schematics in the operations and service manual.
1.10 Manufacturer. The pumping station shall be manufactured by Flowtronex PSI Inc.
of Dallas, TX USA 800-786-7480 or equal approved by the purchaser prior to bid opening. The
station shall be of the model number and capacities as shown in the attached technical data
sheet. For consideration of a proposed equal system, the contractor shall furnish the following
data to the architect/engineer at least 10 days prior to the date of the bid opening:
o A complete specification for the pumping system proposed as an equal.
o A statement of full conformance to the following specifications signed by an
officer of the manufacturer.
o A general arrangement drawing showing overall dimensions and all piping
layouts.
o Complete submittal data for all major equipment (pumps, motors, control
components, valves, and motor starters).
o An electrical schematic showing power wiring.
o Manufacturer's electrical control panel UL file number.
o A copy of manufacturer's certificate of insurance showing as a minimum, a
general liability coverage of $1,000,000 and an excess liability coverage of
$5,000,000
If in the opinion of the purchaser, the data submitted shows the pumping system to be an equal to
the system specified, the bidding contractors shall be notified not less than 7 days prior to the bid
opening.
Part 2 - Mechanical
2.00 Scope. Pump station shall be a completely skid mounted enclosed pump station built by a
single manufacturer. All equipment including but not limited to pumps, motors, piping, filters,
valves, instrumentation and controls shall be mounted on a common structural base to form a
complete operating pumping station. The base of the enclosure shall be mounted on a concrete
pad supplied by others, of sufficient size and strength to support pump system.
2.10 Station Base. The pump station base shall be designed and fabricated to provide proper
structural support for all attached equipment. The base shall supply sufficient rigidity to withstand
the stresses of reasonable and competent transportation to site, off loading, installation, and
Homestead Park SECTION 15140-IRRIGATION PUMP SYSTEM
Page I of 8