Wendy's CZC 02-003 xz~ oFTn~sr.~xE vArrEY
MAYOR A Good Place t0 Live
Robert D. Cowie CITY OF MERIDI~~N
CITY COUNCIL MEMBERS
Ron Anderson
33 EAST IDAHO
Keith Bird MERIDIAN, IDAHO 83642
Tanxrry deWeerd
Cherie McCandless (208) 888-4433 • FAX (208) 887-4813
City Clerk Office Fax (208) 888-4218
CERTIFICATE OF ZONING COMPLIANCE*
Date• Jan~ry 17, 20Q2
~,' 3 ~~~
GAL DEPARTMENT
(208) 288-2A99 • Fas 288-2501
PUBLIC WORKS
BUILDING DEPARTMENT
(208) 887-2211 • Fas 887-1297
PLANNING .AND ZONING
DEPARTMENT
(208) 884-5533 • FAX 888-6854
Owner: Community Properties (Applicant• Dale Nam,
Address: NWC of Corporate and First Street.,
Proposed Use: A 3 2~0 spualr.~oot Wendv's Hamburger Restaurant
Zoning:, C-G
COMMENTS:
Signaae:. No new signs are approved by the issuance of this certificate. All new signs require a sign
permit from the City of Meridian prior to installation.
Scope of Development: This Certificate of Zoning Compliance shall be valid for only the 3,220 square
foot Wendy's Restaurant. The additional building pad shall be required to obtain separate Conditional
Use Permit prior to construction,
Landscapina: Landscaping shall be installed as depicted on the approved Landscape Plan (stamped
1-17-02). The applicant shall not be responsible for installing the landscaping directly adjacent to the
future building pad (located adjacent to Meridian Road).
i~ghti,._g: All new lighting, whether attached to the building or placed within the parking area, shall
pat cause glare or impact the traveling public or neighboring developments, as determined by the
City.
Parkinr~: Parking is approved as depicted on the approved site plan (stamped 1-17-02). The parking
stall dimensions have been approved using dimensional standards that are smaller than those found in
the MCC.
ADA: All canstruction and site improvements shall be in compliance with the ADA.
Certificate of Occ~apcy: All required improvett~ents must be completed or installed prior to
obtaining a Certificate of Occupancy. A temporary Certificate of Occupancy may be obtained by
posting a bond or other certified funds in the amount of 110% of the improvements that remain to be
completed.
QCHD Acceptance: Applicant shall be responsible for meeting the requirements of ACHD as they
pertain to this type of development. All impact fees, if any, shall be paid prior to the issuance of a
building permit. If any changes must be made to the site plan to accoml<nodate the ACRD
requirements, a new site plan shall be submitted to the City of Meridian Planning and. Zoning Stafffor
approval prior to the issuance of a budding pernut.
P~ Modificatigns: The Site Plan is not to be altered without prior written approval of the Planning
• •
Zoning Department. No field changes to the site plan are permitted; prior written approval of all
changes is required. Ci 's e o re ' ements ' t ' e to
Compliance does not relieve owner of resp~-nsi ' ' far co,~apliance
f'onditio,~, Of Approval: All the conditions of approval as listed in the Conditional Use Permit issued
for this development {CUP No. 01-028) shall continue to be enforced, in addition to any new
condftions listed in this permit.
FFICL: The Findings of Fact and Conclusions of Law (FF/CL) shall be adopted by the City Council
prior to applying for a building permit. If there are any modifications to the FF/CL a new Certificate
of Zoning Compliance shall be required.
The site elan stamped 01/1'7102 are apt7roved with the comments noted above.
' -,-~ _
David McKumon
(For Shari Stiles)
Planning & Zoning Administrator
*Receipt of a Certificate of Zoning Compliance does not indicate compliance with requirements
of other departments/agencies, including, but not limited to, Ada County Highway District,
Central District Health Department, affected irrigation district(s), Meridian Sewer, Water,
Building or Fire Departments, etc. This certificate shad expire one (1) year from the date of
issuance if work has not begun.
'~ - "~
ARC:HITEL'TS
1010 S.Allante Place, Suite 100
Boise, ID 83709
(208)336-8370
FAX 336-8380
To: MERIDIAN P/Z
LETTER OF TRANSMITTAL
Date: 1 /17/02 Job No.01088
Attention: DAVID
Re: WENDY'S MERIDIAN
WE ARE SENDING YOU X Attached-Via: Pickup
Shop drawings Prints Plans
Copy of letter Change order
Delivery Mail Fed. Exp. _ The following:
Samples Specifications
~ Copies ~ Date ~ No. ~ Description ~
1 1/17/02 CERTIFICATE OF ZONING COMPLIANCE PACKET
These are transmitted as highlighted below:
For approval For your use
REMARKS:
As requested For review and comment
COPY TO: WENCO(DALE) SIGI~b;
ginal _X File
RECEIVED BY:
TE:
Documentl
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ARCHITECTS
BRS Architects, A.I.A.
1010 S. Allante Place, Suite 100
Boise, Idaho 83709
Telephone 208 336-8370
Fax 208 336-8380
www. brsarchitects.com
•
City of Meridian Planning & Zoning
660 E. Watertower, Suite 202
Meridian, ID 83642
Attn: David McKinnon
Dear Mr. McKinnon:
Re
•
January 17, 2002
Wendy's -Corporate Drive
BRS Project No. 01088
:Pursuant to City Council approval of the requested Conditional Use, the
applicant, Wenco, respectfully requests a Certificate of Zoning Compliance.
The project as approved will include the restaurant, ancillary drive-through
and site improvements for the entire site. The future building pad will be
constructed as pad-ready, and it is understood any use here will require its
own Conditional Use.
We appreciate your assistance in this matter and look forward to
construction.
BRS:cw
Cc: Wenco -Dale
•
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Jan° 17, ~2 10:23a
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SECTION 02811
PART 1 -GENERAL
LANDSCAPE IRRIGATION
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1.1 SUMMARY
A. Section Includes
1. Pipe and fittings, valves, sprinkler heads, accessories, and connections to water source.
2. Control system.
B. System Description
1. Electric solenoid controlled automatic underground irrigation system.
C. Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 2 Section "Water Systems" for water supply.
2. Division 16 Sections for electrical power materials and installations.
D. Design/Build Sprinkler System
Furnish and install one underground sprinkler irrigation system to provide adequate irrigation of the
lawn and planting areas shown on the Drawings and described in the Specifications. The work shall
consist of providing and installing all material necessary for a complete system including pipe,
valves, fittings, heads, automatic control equipment and all labor necessary for installation of a
satisfactorily operating system.
1. The contractor awarded the project shall provide complete shop drawings showing the
design layout, pipe size, valve location, size, sprinkler heads, etc.
2. The watcr sourcc and location (point of connection) for the irrigation system is indicated on
the Drawings.
3. Planter beds and lawn shall be on separate zones.
4. The sprinkler system layout is to provide complete coverage with matched precipitation.
5. Contractor is responsible for the first year winterization.
6. See performance notes and details on the Drawings.
1.2 DEFINITIONS
B. Minimum Water Coverage: Not less than:
1. Turf Areas: 100 percent.
2. Other Planting Areas: 100 percent.
1.4 SUBMITTALS
A.
Product data including pressure rating, rated capacity, settings, and electrical data of selected models for the
following:
1. Backflow preventers, including test equipment.
A. Pipe sizes used in this Section are nominal pipe size (NPS) in inches. Tube sizes are Standard size in
inches.
B. Supply Piping: Piping from water source to connection to irrigation system pressure piping. Piping
is under same pressure as water supply. Piping in this category is not included in this Section.
C. Pressure Piping Main Line: Piping downstream from supply piping to and including control valves.
Piping is under irrigation system pressure. Piping in this category includes backflow preventers.
D. Circuit Piping Lateral Lines: Piping downstream from control valves to irrigation system sprinklers.
Piping is under pressure (less than pressure piping) during flow.
E. Control Valve: Automatic (electrically operated) valve for control water flow to irrigation system
zone.
1.3 SYSTEM PERFORMANCE REQUIREMENTS
A. Location of Sprinklers and Devices: Design location is approximate. Make minor adjustments
necessary to avoid plantings and obstructions such as signs and light standards.
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2. Valves, including general-duty, underground, automatic control, and quick-coupler types,
and valve boxes.
3. Sprinklers.
4. Controls, including controller wiring diagrams.
S. Wiring.
6. Irrigation system record drawings.
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B. Wiring diagrams for electrical controllers, valves, and devices.
C. Maintenance data for inclusion in "Operating and Maintenance Manual" specified in Division 1
Section "Project Closeout" for the following:
1. Seasonal activities of start-up, shut-down and winterization, including blow-out operation of
sprinkler system with compressed air.
2_ Baekflow preventers, including instructions for testing.
3. Automatic control valves.
4. Sprinklers.
5. Controllers.
6. Irrigation system record drawings.
1.5 QUALITY ASSURANCE
A. Comply with requirements of utility supplying water for prevention of backflow and backsiphonage.
B. Installer Qualifications: Engage an experienced Installer with a minimum of five years experience
and who has completed irrigation systems similar in material, design, and extent to that indicated for
Project that have resulted in construction with a record of successful in-service performance.
C. ListinglApproval Stamp, Label, or Other Marking: On equipment, specialties, and accessories made
to specified standards.
D. Listing and Labeling: Equipment, specialties, and accessories that are listed and labeled.
I. The Terms "Listed" and "Labeled": As defined in "National Electrical Code," Article 100.
2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing
Laboratory" (NRTL) as defined in OSHA Regulation 1910.7.
E. Product Options: Irrigation system piping, specialties, and accessories are based on specific types,
manufacturers, and models indicated. Components with equal performance characteristics produced
by other manufacturers may be considered, provided deviations in dimensions, operation, and other
characteristics do not change design concept or intended performance as judged by the Architect.
The burden of proof of product equality is on the Contractor. Any substitutions muse be approved by
the Architect in writing prior to installation per section 1.10.
1.6 PROJECT CONDITIONS
A. Perform site survey, research public utility records, and verify existing utility locations. Verify that
irrigation system piping may be installed in compliance with original design and referenced
standards.
1.7 SEQUENCING AND SCHEDULING
A. Maintain uninterrupted water service to building during normal working hours. Arrange for
temporary water shutoff with Owner.
B. Maintain Uninterrupted existing irrigation system during construction. Arrange for
temporary water shutoff with owner.
C. Coordinate irrigation systems work with landscape work. specified in Division 2 Section
"Landscaping."
1.8 EXTRA MATERIALS
A. Deliver extra materials to Owner. Furnish extra materials matching products installed as described
below. Package them with protective covering for storage and label clearly describing contents.
1. Quick Couplers: Furnish quantity of units equal to 2 percent of amount of each size
installed.
2. Sprinklers: Furnish quantity of units equal to 2 percent of amount of each type installed.
3. Valve Keys: Furnish quantity of tee-handle units equal to lU percent of amount of each
type key-operated, control valve installed.
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4. Quick-Coupler Hose Swivels: Furnish quantity of units equal to 10 percent of amount of
each type quick coupler installed,
5. Quick-Coupler Operating Keys:
each type quick coupler installed.
1.9 IRRIGATION RECORD DRAWINGS
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Furnish quantity of units equal to 10 percent of amount of
A. The Contractor shall maintain a current record of all pipe and equipment placement and shall record
any variations approved by the Architect. Upon completion of the system and prior to release of
final payment, the Contractor shall provide the Owner with a neat and legible "As-Built" plan of the
completed system (reproducible vellum or mylar only). Any pipe not installed in accordance with
the plans as originally contracted shall be sufficiently dimensioned to a permanent structure for
location after burial. As-built records shall be updated DAILY.
1.10 SUBSTITUTIONS
A. Substitutions to the specified equipment will be permitted with the express written approval of the
Architect. Substitutions will be approved only when the substituted item is equivalent or better in
quality and performance than the item originally specified. The final determination for "equivalents"
rests with the Architect. Their decision shall be final and binding.
1.11 WARRANTY
A. Warranty system against defects of installation and material for a period of 1 year after acceptance of
the irrigation system. Guarantee shall also cover repair or damage to any part of the premises
resulting from leaks or other defects in material, equipment and workmanship to the satisfaction of
the Architect. Repairs, if required, shall be done promptly upon notification by the Owner, and, at no
cost to the Owner.
B. As part of the warranty, the Contractor shall be responsible for deactivating and winterizing the
system prior to the onset of the freezing season and for reactivating the systcm at the onset of the
spring growing season; each event must be accomplished once during the warranty period. In the
event the systcm is completed in a season when it will not be in use, the Contractor shall winterize
the system upon completion of testing (and approval by the Architect) and reactivate the system in
the spring. The Contractor shall SUBMIT a letter to the Architect certifying that the system was
winterized and drained and indicate the date such action was accomplished. The Contractor shall be
responsible for any damage resulting from failure to comply. Contractor shall instruct and
demonstrate winterization and startup techniques for Owner.
PART 2 -PRODUCTS
2.1 SUMMARY
A. All materials used throughout the system shall be new, unused, and in perfect condition. Rcfcr to the
irrigation materials legend, notes, detail drawings and these specifications for specific equipment to
be used. Equipment or materials installed or furnished without prior approval of the Architect may
be rejected and the Contractor required to remove such materials from the site at his own expense.
B. Substitutions: Under provisions of section 01600 and 02811, paragraph 1.10.
2.2 BRASS PIPE AND ACCESSORIES
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A. Pipe: ASTM B43, Schedule 40; domestic manufacture
B. Fittings: Medium brass, screwed, 125-pound class.
PLASTIC PIPE AND ACCESSORIES
A. Pipe
1. Pipe walls shall be uniform, smooth, glossy, and free of interior or exterior extrusion marks;
pre-belled or straight to receive solvent-weld couplings; 20 foot standard lengths.
2. Pipe shall be marked with manufacturer's name, class of pipe, NSF seal, and date/shift of
manufacturing run.
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3. PVC Pipc: ASTM D1785, D2241
B. Fittings: PVC -ASTM D2464, D2466.
C. Irrigation System Plastic Pipe
1. Mainline: 3-inch Pipe and larger: PVC Class 160 pipe with SDR26 rubber- Gasket fittings.
2'h -inch Pipe and smaller: PVC Class 200 pipe with SDR21 solvent weld fittings.
2. Laterals: PVC Class 200 pipe with PVC Class 200 solvent weld fittings.
Sleeving: PVC Schedule 40 pipe for sleeves 4" and smaller, Class 200 PVC for sleeves 6"
and up. Sleeve size is double the diameter of the interior pipe(s). Minimum sleeve size 4"
nominal diameter.
3. Refer to Part 3 Article "Piping Applications" for identification of systems where pipe and
tube materials specified below are used.
4. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241; PVC 1120, SDR 21, 200 psig
(1380 kPa) minimum pressure rating, with plain ends. Class 20U PSI pressure rated
upstream from controls, as noted on the drawings; Class 200 PSI downstream.
D. Pipe and Tube Fittings
1. Refer t~ Part 3 Article "Piping Applications" for identification of systems where pipe and
tube fitting materials specified below are used.
2. Polyvinyl Chloride (PVC} Plastic Pipe Fittings: ASTM D 2464, Schedule 80, threaded.
3. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM D 2467, Schedule 40, socket-type.
4. "Harco" Push-on joint Ductile Fittings: ASTM A 536,
5. Dielectric Fittings: Assembly or fitting with insulating material isolating joined dissimilar
metals to prevent galvanic action and stop corrosion. These devices are a combination of
copper alloy and ferrous metal; threaded- and solder-end types, matching piping system
materials.
a. Dielectric Unions: Factory-fabricated, union assembly, designed for 250 psig
(1725 kPa} minimum working pressure at 180 deg F (82 deg C). Include
insulating material isolating dissimilar metals and ends with inside threads
according to ASME B1.20.1.
b. Transition Fittings: Manufactured assembly or fitting, with pressure rating at least
equal to that of system and with ends
JOINING MATERIALS
A. Solvent Cement: ASTM F 656 primer and ASTM D 2564 solvent cement in color other than orange.
VALVES
A. General: Valves are for general-duty and undergruund applications. Refer to "Valve Applications"
Article for locations of various valve types specified in this Article. Refer to "Control Valves"
Article for control valves and accessories.
CONTROL VALVES
A. Description: Manufacturer's standard control valves for circuits, of type and size indicated on
Drawing, and as follows:
1. Angle Valves: Bronze construction, non-rising stem, inside screw threaded ends and as
noted on the Drawings.
2. Automatic Control Valves: Diaphragm-type, normally closed, with manual flow
adjustment, and operated by 24-volt-a.c. solenoid.
3. Quick-Couplers: Factory-fabricated, 2-piece assembly. Include coupler water-seal valve;
removable upper body with spring-loaded or weighted, rubber-covered cap; hose swivel
with ASME B1.20.7, 3/4-11.5NH threads for garden hose on outlet; and operating key.
a. Locking Top : Include vandal-resistant, locking feature with 2 matching keys.
4. Drain Valve: As noted on the Drawings Drain Valve: As noted on the Drawings.
5. Isolation Gate Valves: 150# gate valve, epoxy-coated, ductile iron, resilient wedge valve
with non-rising stem and inside screw with threaded ends. Mechanical joint or push-on.
"Waterous", "American Flow Control" or "Nibco" gate valves or approved equal. prior to
bidding. Size to match tine size. Install in valve box, size adequate for maintenance access.
Minimum 15" x 21".
6. Air release valve: 2" air release valve from "Ames" or "Waterman", install in valve box.
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B. Control Valve Boxes and Cover: Thermo-plastic valve boxes with lockable, snap-top lids. Size as
required for application or as noted on drawings, maximum two (2) valves per box.
1. Drainage Backfill: Cleaned gravel or crushed stone, graded from 3 inches (75 mm)
maximum to 3/4 inch (19 mm) minimum.
C. Service Boxes for Key-Operated Control Valves: Size and type as shown on Drawings.
1. Include valve key, 48 inches (915 mm) long with tee handle and key end to fit valve.
D Irrigation System Controls
1. Controller: As noted on the Drawings. All control wires that are above ground shall be
installed in conduit. Electrical wiring shall be installed according to local code. Provide
surge protectors install controllers. .
2. Controller Housing: Weatherproof, watertight, with lockable access door.
3. Valves: Electric Solenoid type and size of control valves as noted on the Drawings,
including required fittings and accessories.
4. Wire: Color coded, copper conductor direct burial, OF-UL listed. All control or hot wires
shall be red or black. All common or ground shall be white.
SPRINKLERS
A. Description: Manufacturer's standard sprinklers designed to provide uniform coverage over entire
area of spray shown on Drawings at available water pressure, as follows:
1. Ilousings: Plastic, except where material is specified.
2. Pop-Up, Spray: Fixed pattern, with screw-type flow adjustment and stainless-steel
retraction spring.
3. Pop-Up, Rotary Spray: Gear drive, full-circle and adjustable part-circle type.
AUTOMA'I'iC CONTROL SYSTEM
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A. Description: Low-voltage controller system, made for control of irrigation system automatic control
valves. Controller operates on 120 volts a.c. building power system, provides 24 volts a.c. power to
Control valves, and includes stations for at least the number of control valves indicated. Size and
type as shown on Drawing.
B. Control Enclosures: Weatherproof enclosure with locking cover and 2 matching keys. Enclosure
construction complies with NFPA 70 and NEMA 250, Type 4, and includes provision for grounding.
All control wires that are above ground shall be installed in conduit. Electrical wiring shall be
installed according to local code. Provide surge protectors in all controllers.
1• AG 240 V Surge Arrester: As noted on the drawing. Install in approved J-box next to
controller. Install per manufacturer recommendations.
2. MGP-1 Maxi Grounding Plate: As noted on the Drawings. Install with approved grounding
per manufacturer's recommendations. Install per manufacturer's recommendations.
3. P1' 322 Pulse Transmitter: As noted on the Drawing. Pulse Transmitter is to be installed at
controller and programmed by an approved "Maxicom" rep.
C. Transformer: Internal-type, and suitable for converting 120 volts a.c. building power to 24 volts a.c.
power.
D. Controller Stations for Automatic Control Valves: Each station is variable from approximately 1 to
60 minutes. Include switch for manual or automatic operation of each station.
E. Timing Device: Adjustable, 24-hour, 14-day clock to operate any time of day. Include provision for
the following settings:
1. Setting to skip operation any day in timer period.
2. Setting For operation every other day:
3. Settings for operation 2 or more-times daily.
4. Include manual or semi-automatic operation without disturbing preset automatic operation.
5. Provide NI-CAD battery and trickle charger to automatically power the timing device
during power outages.
F. Wiring: UL 493, solid copper conductor, insulated cable, suitable for direct burial.
1. Feeder Circuit Cables: Type UF, No. 10 AWG minimum, between building and controllers.
2. Low-Voltage, Branch Circuit Cables: Type UF, No. 14 AWG minimum, between
controllers and automatic control valves. Jacket color is other than feeder-circuit-cable
jacket color. Furnish cables with jackets of different colors for multiple cable installation in
same trench. Install control wire to side of main Jine. Where control wire leaves main or
lateral line.
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3. Splicing Materials: Pressure-sensitive, waterproof, thermoplastic wire connectors and other
materials required to make specified connections. Locale all splice within valve boxes.
4. Use white or gray color for common wire and other colors for all other wire.
a. Wire to be size # 14 not to exceed 1500 Linear feet before sizing up to #12 wire.
a. Add two extra control wires from panel to valves for use if a wire fails or for future
addition, and mark I in the control box as extra wire.
Communication Cable.
1. All cable required for the 2-wire paths from Controller to flow sensor shall be REA Pe-39,
19 gauge, conductor-solid annealed uncoated copper conforming to ASTM-B3; insulated
with expanded polyolefin surrounded by solid polymer to ensure low loss long transmission
capability.
2. Cable for the 2-wire paths shall be installed with no underground splices. All cable shall be
laid in trenches ("pulling-in" of cable for installation without trenching will not be allowed
unless pre-approved by the Landscape Architect) and shall be carefully back-filled to avoid
any damages to the cable insulation or cable conductors themselves. In rocky areas, the
trench shall have a 6" layer of clean sand on the bottom before the cable is laid into the
trench and back-filled. If rocky back-fill is being used, the cable shall have an additional 6"
layer of sand on top of it before back-filling is started. The cable shall have a minimum of
18" of cover.
3• Where cable passed under paving, walls or any other paved areas, it shall be installed in a
PVC class pipe sleeve of proper size required for the number of cables to be placed init.
The 2-wire path is permitted to be laid in the same trench with the 117 VAC cable as much
as possible by laying each in opposite sides of the trench.
VALVE BOXES
A. Carson Industries or approves equal green body with locking lid. Standard rectangular box for all
electrical control valves, 1419-12B. 10" round box for all mainline ball valves, gate valves, and hose
bibs.
PART 3 -EXECUTION
3.1 EXAMINATION
A. Investigate and determine available water supply water pressure and flow characteristics.
3.2 PREPARATION
A. Set stakes to identify proposed sprinkler locations. Obtain Contracting Officer's approval before
excavation.
3.3 PAVING WORK
A. Install piping in sleeves where crossing sidewalks, roadways, parking lots, and railroads.
1. Install piping sleeves by boring or jacking under existing paving, where possible.
3.4 PIPING APPLICATIONS
A.-- Refer to Part 2 of this Section for detailed specifications for pipe and fittings productslisted below.
Use pipe, tube, fittings, and joining methods according to the following applications. Piping in pits
and aboveground may be joined with flanges instead of joints indicated.
B. -Use pipe, tube, fittings, and joining methods according to the following applications.
C. Pressure Piping Underground: Use the following:
1. 2'h- Inches (DN 80) and Smaller: ASTM D 2241, SDR 21, Class 200, polyvinyl chloride
(PVC) plastic pipe; ASTM D 2467, Schedule 40, PVC plastic, socket-type pipe fittings; and
solvent-cemented joints.
2. 3 -Inches (DN 100) and Larger: ASTM ll 2241, SDR 26 rubber gasketed Class 160,
polyvinyl chloride (PVC) plastic pipe; ASTM A 536 push on ductile iron fittings.
D. Circuit Piping: Use the following:
1. All Sizes: ASTM D 2241, SDR 21 Class 200, polyvinyl chloride (PVC) plastic pipe;
ASTM D 2466, Schedule 40, PVC plastic, socket-type fittings; and solvent-cemented joints.
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E. Sleevcs: ASTM D 2241, Class 200, polyvinyl chloride (PVC) plastic pipe; ASTM D 2466,
Schedule 40, PVC plastic, socket-type fittings; and solvent-cemented joints. Sleeve diameter shall
be two sizes larger than pipe installed in sleeve. Extend sleeves 6" beyond walk or pavement edge.
3.5 JOINT CONSTRUCTION
A. Threaded Joints: Thrcad pipes with tapered pipe threads according to ASME B1.20.1, apply tape or
joint compound, and apply wrench to valve ends into which pipes are being threadcd.
B. Polyvinyl Chloride (PVC) Piping Solvent-Cemented Joints: Construct joints according to
ASTM D 2672 and ASTM D 2855.
1. Handling of Solvent Cements, Primers, and Cleaners: Comply with procedures in
ASTM F 402 for safe handling when joining plastic pipe and fittings with solvent cements.
C. Dissimilar Materials Piping Joints: Construct joints using adapters that are compatible with both
piping materials, outside diameters, and system working pressure. Refer to "Piping Systems -
Common Reyuirements" Article for joining dissimilar metal piping.
D. Provide concrete thrust blocks at all gasket fittings where a change of direction occurs.
3.6 PIPING SYSTEMS -COMMON REQUIREMENTS
A. General Locations and Arrangements: Drawings indicate general location and arrangement of piping
systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, and
in other design considerations. Install piping as indicated, except where deviations to layout are
approved on coordination drawings.
B. Install components having pressure rating equal to or greater than system operating pressure.
C. Install piping free of sags and bends.
D. Locate groups of pipes parallel to each other, spaced to permit valve servicing.
E. Install fittings for changes in direction and branch connections.
F. Piping Conneclions: Except as otherwise indicated make piping connections as specified below.
1. Install unions, in piping 2 inches (DN 50) and smaller, adjacent to each valve and at final
connection to each piece of equipment having 2-inch (DN 50) or smaller threaded pipe
connection.
2. Install flanges, in piping 2-1/2 inches (DN 65) and larger, adjacent to flanged valves and at
final connection to each piece of equipment having flanged pipe connection.
3. Install dielectric fittings to connect piping of dissimilar metals.
3.7 PIPING INSTALLATION
A. Install underground polyvinyl chloride (PVC} plastic pipe according to ASTM D 2774.
B. Lay piping on solid subbase, uniformly sloped without humps or depressions.
1. lnstall polyvinyl chloride (PVC) plastic pipe in dry weather when temperature is above 40
deg F (4 deg C). A11ow joints to cure at least 24 hours at temperature above 40 deg F (4
deg C) before testing, unless otherwise recommended by manufacturer.
C. Minimum Cover: Provide following minimum cover over top of buried piping:
1. Pressure Piping: 24 inches.
2. Circuit Piping: 14 inches.
3. Sleeves: 24 inches.
D. Tunneling: lnstall pipe under streets or other obstructions that cannot be disturbed, by tunneling,
__ boring; or jacking. - - - _ _ _ __
E. lnstall piping under sidewalks and paving in sleeves.
F. Back-filling
1. Provide clean, non-rocky material over piping. Back-fill trenches and compact to subgrade
elevation as specified in section 02223. Protect piping from displacement.
G. Pipe fillings
1. All mainline piping shall use ductile iron push on type fittings thrusted as required by
manufacturer.
3.8
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VALVE APPLICATIONS
A. Drawings indicate valve types to be used.
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3.9 VALVE INSTALLATION
A. Valves: Install underground valves in valve boxes as shown on Drawings.
B. Control Valves: Install in valve control valve boxes, arranged for easy adjustment and removal.
Install union on downstream side. Maximum (2) valves per valve box.
C. Place 6 inches minimum of gravel below control valves for drainage. Maintain 4 inches minimum
between bottom of valves and tup of gravel. Place filter fabric barrier between ground and valves.
Valve box shall be reasonably free from dirt and debris. Install sprinkler heads a minimum of 12
inches from all walls.
3.10 SPRINKLER INSTALLATION
A• Sprinklers: Flush circuit piping with full head of water and install sprinklers after hydrostatic test is
completed.
1. Install lawn sprinklers at manufacturer's recommended heights.
2• Install shrubbery sprinklers at heights indicated.
3. Locate part-circle sprinklers to maintain a minimum distance of 12 inches from walls and 2
inches (50 mm) from other boundaries, unless otherwise indicated.
4. Sprinkler Head Risers: Rotor pop-up sprinkler and quick coupling valves shall have an
adjustable riser assembly (triple swing joint). Stationary spray pop-up heads or shrubs spray
heads shall have an adjustable riser assembly (triple swing join[) or low-density
polyethylene flex pipe as shown on Drawings details. Triple swing joint fittings shall be of
Schedule 80 PVC or Marlex plastic and nipples Schedule 80 PVC unless otherwise
designated on Drawings. Flex pipe risers shall be 12 inch long minimum and 18 inch
maximum linear low-density polyethylene pipe with spiral barb fittings and 90 degree ell as
shown on details on Drawing.
3.11 AUTOMATIC CONTROL SYSTEM INSTALLATION
A. Install controllers and controller pedestal according to manufacturer's written instructions and as
indicated.
B. Install control and communication wiring in same trench with piping. Where wiring leaves from
piping trenches, install wiring in conduits.
C. Maxicom Systems.
I- All components related to the Maxicom system (included, but not limited; controller, master
valve, flow sensor, communication cable, surge arrester, pipe, pulse transmitter, etc.) shall
be installed be Manufacturer's recommendation and approved by an approved "Maxicom"
representative.
D. Install control wiring in accordance with Specifications. Provide IO inches expansion coil at each
valve to which controls are connected, and at 100 ft intervals. Bury wire beside pipe. Where wire
leaves pipe, enclose in conduit. Use waterproof wire connectors. Use white or gray color for
common wires and other colors for alt other wires. No control wires shall be placed in thrust blocks.
Locate wires on opposite side of thrust blocks.
1. Add two extra control wires from panel to valves for use if a wire fails or for future addition
and mark it in the control box as extra wires
3.12 CONNECTIONS
A: Connect piping to sprinklers, devices, valves, control valves, specialties, and accessories.
B. Connect water supplies to irrigation systems.. Include back-flow preventers on potable water
supplies.
C. Electrical Connections: Connect to power source, controllers, and automatic control valves.
3.13 FIELD QUALITY CONTROL
A. Testing: Perform test of piping and valves before back-filling trenches. Piping may be tested in
sections to expedite work. Owners representative must be present for testing.
1. Test system at main line, lateral lines and valves.
2. Repair leaks and defects with new materials and retest system or portion thereof until
satisfactory results are obtained.
B. Field inspection and testing will be performed under provisions of Section 01400.
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1. Prepare and start systems under provisions of Section U1600
2. Provide one complete spring start-up and a fall shutdown, including winterization to blow
out entire system with compressed air.
D. Adjust work under provisions of section 016500.
E. Change and/or adjust head types for full water coverage as directed.
F. Adjust nozzle spray pattern as required to avoid water spray on building walls, roads or sidewalks.
3.14 CLEANING AND ADJUSTING
A. Flush dirt and debris from piping before installing sprinklers and other devices.
B. Adjust automatic control valves to provide flow rate of rated operating pressure required for each
sprinkler circuit.
C. Carefully adjust lawn sprinklers so they will be flush with, or not more than 2 inch (13 mm) above,
finish grade after completion of landscape work. Adjust so that sprinklers do not spray on buildings
or walls.
D. Adjust settings of controllers and automatic control valves to insure proper watering of all
landscaping.
3.15 COMMISSIONING
A. Starting Procedures: Follow manufacturer's written procedures. If no procedures are prescribed by
manufacturers, proceed as follows:
1. Verify that specialty valves and their accessories have been installed correctly and operate
correctly.
2. Verify that specified tests of piping are complete.
3. Check that sprinklers and devices are correct type.
4. Check that damaged sprinklers and devices have been replaced with new materials.
5. Check that potable water supplies have correct type back-flow preventers.
6. Energize circuits to electrical equipment and devices.
7. Adjust operating controls.
B. Operational Testing:: Perform operational testing after hydrostatic testing is completed, backfill is in
place, and sprinklers are adjusted to final position.
3.16 DEMONSTRATION
A. Provide irrigation system demonstration under provisions of Section 01650. Record on VHS video
format.
B. Demonstrate to Owner: that system meets coverage requirements and that automatic control
functions properly.
C. Demonstrate to Owner maintenance personnel operation of equipment, sprinklers, specialties, and
accessories. Review operating and maintenance information including start up and winterization
procedures.
D. Provide 7 days' written notice in advance of demonstration.
END OF SECTION 02811
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SECTION 028] :l
PART 1 - GL•NERAL
1.1 SUMMARY
LANDSCAPE IRRIGATION
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A. Section Includes
1. Pipe and fittings, valves, sprinkler heads, accessories, and connections to water source.
2. Control system.
B. System Description
1. Electric solenoid controlled automatic underground irrigation system.
C. Related Sections: The following Sections contain reyuirements that relate to this Section:
1. Division 2 Section "Water Systems" for water supply.
2. Division 16 Sections for electrical power materials and installations.
D. Design/Build Sprinkler System
Furnish and install one underground sprinkler irrigation system to provide adequate irrigation of the
lawn and planting areas shown on the Drawings and described in the Specifications. The work shall
consist of providing and installing all material necessary for a complete system including pipe,
valves, fittings, heads, automatic control equipment and all labor necessary for installation of a
satisfactorily operating system.
1. The contractor awarded the project shall provide complete shop drawings showing the
design layout, pipe size, valve location, size, sprinkler heads, etc.
2. The water sourcc and location (point of connection} for the irrigation system is indicated on
the Drawings.
3. Planter beds and lawn shall be on separate zones.
4. The sprinkler system layout is to provide complete coverage with matched precipitation.
5. Contractor is responsible for the first year winterization.
6. See performance notes and details on the Drawings.
1.2 DEFINITIONS
1.3
A. Pipe sizes used in this Section are nominal pipe size (NPS) in inches. Tube sizes are Standard size in
inches.
B. Supply Piping: Piping from water source to connection to irrigation system pressure piping. Piping
is under same pressure as water supply. Piping in this category is not included in this Section.
C. Pressure Piping Main Line: Piping downstream from supply piping to and including control valves.
Piping is under irrigation system pressure. Piping in this category includes backflow preventers.
D. Circuit Piping Lateral Lines: Piping downstream from control valves to irrigation system sprinklers.
Piping is under pressure (less than pressure piping) during flow.
E. Control Valve: Automatic (electrically operated} valve for control water flow to irrigation system
zone.
SYSTEM PERFORMANCE REQUIREMENTS
A. Location of Sprinklers and Devices: Design location is approximate. Make minor adjustments
necessary to avoid plantings and obstructions such as signs and light standards.
B. Minimum Water Coverage: Not less than:
1. Turf Areas: 200 percent.
2. Other Planting Areas: 100 percent.
1.4 SUBMITTALS
A.
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Product data including pressure rating, rated capacity, settings, and electrical data of selected models for the
following:
1. Backflow preventers, including test equipment.
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2. Valves, including general-duty, underground, automatic control, and quick-coupler types,
and valve boxes.
3. Sprinklers.
4. Controls, including controller wiring diagrams.
S. Wiring.
6. Irrigation system record drawings.
B. Wiring diagrams for electrical controllers, valves, and devices.
C. Maintenance data for inclusion in "Operating and Maintenance Manual" specified in Division 1
Section "Project Closeout" for the following:
1. Seasonal activities of start-up, shut-down and winterization, including blow-out operation of
sprinkler system with compressed air.
2. Backtlow preventers, including instructions for testing.
3. Automatic control valves.
4. Sprinklers.
5. Controllers.
6. Irrigation system record drawings.
1.5 QUALITY ASSURANCE
A. Comply with requirements of utility supplying water for prevention of backflow and backsiphonage.
B. Installer Qualifications: Engage an experienced Installer with a minimum of five years experience
and who has completed irrigation systems similar in material, design, and extent to that indicated for
Project that have resulted in construction with a record of successful in-service performance.
C. Listing/Approval Stamp, Label, or Other Marking: On equipment, specialties, and accessories made
to specified standards.
D. Listing and Labeling: Equipment, specialties, and accessories [hat are listed and labeled.
1. The Terms "Listed" and "Labeled": As defined in "National Electrical Code," Article 100_
2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing
Laboratory" (NRTL) as defined in OSHA Regulation 1910.7.
E. Product Options: Irrigation system piping, specialties, and accessories are based on specific types,
manufacturers, and models indicated. Components with equal performance characteristics produced
by other manufacturers may be considered, provided deviations in dimensions, operation, and other
characteristics do not change design concept or intended performance as judged by the Architect.
The burden of proof of product eyuality is on the Contractor. Any substitutions must be approved by
the Architect in writing prior to installation per section 1.10.
1.6 PROJECT CONDITIONS
A. Perform site survey, research public utility records, and verify existing utility locations. Verify that
irrigation system piping may be installed in compliance with original design and referenced
standards.
1.7 SEQUENCING AND SCHEDULING
A. Maintain uninterrupted water service to building during normal working hours. Arrange for
temporary water shutoff with Owner.
B. Maintain Uninterrupted existing irrigation system during construction. Arrange for
temporary water shutoff with owner.
C. Coordinate irrigation systems work with landscape work specified in Division 2 Section
"Landscaping."
1.8 EXTRA MATERIALS
A. Deliver extra materials to Owner. Furnish extra materials matching products installed as described
below. Package them with protective covering for storage and label clearly describing contents.
1. Quick Couplers: Furnish quantity of units equal to 2 percent of amount of each size
installed.
2. Sprinklers: Furnish quantity of units equal to 2 percent of amount of each type installed.
3. Valve Keys: Furnish quantity of tee-handle units equal to lU percent of amount of each
type key-operated, control valve installed.
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4. Quick-Coupler Hose Swivels: Furnish quantity of units equal to 10 percent of amuunt of
each type quick coupler installed.
5. Quick-Coupler Operating Keys: Furnish quantity of units equal to 10 percent of amount of
each type quick coupler installed.
1.9 IRRIGATION RECORD DRAWINGS
A. The Contractor shall maintain a current record of all pipe and equipment placement and shall record
any variations approved by the Architect. Upon completion of the system and prior to release of
final payment, the Contractor shall provide the Owner with a neat and legible "As-Built" plan of the
completed system (reproducible vellum or mylar only). Any pipe not installed in accordance with
the plans as originally contracted shall be sufficiently dimensioned to a permanent structure for
location after burial. As-built records shall be updated DAILY.
1.10 SUBSTITUTIONS
A. Substitutions to the specified equipment will be permitted with the express written approval of the
Architect. Substitutions will be approved only when the substituted item is equivalent or better in
quality and performance than the item originally specified. The final determination for "equivalents"
rests with the Architect. Their decision shall be final and binding.
1.I1 WARRAN'T'Y
A. Warranty system against defects of installation and material for a period of I year after acceptance of
the irrigation system. Guarantee shall also cover repair or damage to any part of the premises
resulting from leaks or other defects in material, equipment and workmanship to the satisfaction of
the Architect. Repairs, if required, shall be done promptly upon notification by the Owner, and, at no
cost to the Owner.
B. As part of the warranty, the Contractor shall be responsible for deactivating and winterizing the
system prior to the onset of the freezing season and for reactivating the system at the onset of the
spring growing season; each event must be accomplished once during the warranty period. In the
event the system is completed in a season when it will not be in use, the Contractor shall winterize
the system upon completion of testing (and approval by the Architect) and reactivate the system in
the spring. The Contractor shall SUBMIT a letter to the Architect certifying that the system was
winterized and drained and indicate the date such action was accomplished. The Contractor shall be
responsible for any damage resulting from failure to comply. Contractor shall instruct and
demonstrate winterization and startup techniques for Owner.
PART 2 -PRODUCTS
2.1 SUMMARY
A. All materials used throughout the system shall be new, unused, and in perfect condition. Rcfcr to the
irrigation materials legend, notes, detail drawings and these specifications for specific equipment to
be used. Equipment or materials installed or furnished without prior approval of the Architect may
be rejected and the Contractor required to remove such materials from the site at his own expense.
B. Substitutions: Under provisions of section 01600 and 02811, paragraph 1.10.
2.2 BRASS PIPE AND ACCESSORIES
A. Pipe: ASTM B43, Schedule 40; domestic manufacture
B. Fittings: Medium brass, screwed, 125-pound class.
2.3 PLASTIC PIPE AND ACCESSORIES
A. Pipe
1. Pipe walls shall be uniform, smooth, glossy, and free of interior or exterior extrusion marks;
pre-belled or straight to receive solvent-weld couplings; 20 foot standard lengths.
2. Pipe shall be marked with manufacturer's name, class of pipe, NSF seal, and date/shift of
manufacturing run.
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3. PVC Pipc: ASTM D1785, D2241
B. Fittings: PVC -ASTM D2464, D2466.
C. Irrigation System Plastic Pipe
1. Mainline: 3-inch Pipe and larger: PVC Class 160 pipe with SDR26 rubber- Gasket fittings.
2'/z -inch Pipe and smaller: PVC Class 200 pipe with SDR21 solvent weld fittings.
2. Laterals: PVC Class 200 pipe with PVC Class 200 solvent weld fittings.
Sleeving: PVC Schedule 40 pipe for sleeves 4" and smaller, Class 200 PVC for sleeves 6"
and up. Sleeve size is double the diameter of the interior pipe(s). Minimum sleeve size 4"
nominal diameter.
3• Refer to Part 3 Article "Piping Applications" for identification of systems where pipe and
tube materials specified below are used.
4• Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241; PVC 1120, SDR 21, 200 prig
(1380 kPa) minimum pressure rating, with plain ends. Class 20U PSI pressure rated
upstream from controls, as noted on the drawings; Class 200 PSi downstream.
D. Pipe and Tube Fittings
1 • Refer t~ Part 3 Article "Piping Applications" for identification of systems where pipe and
tube fitting materials specified below are used.
2. Polyvinyl Chloride (YVC) Plastic Pipe Fittings: ASTM D 2464, Schedule 80, threaded.
3. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM D 2467, Schedule 40, socket-type.
4• "Harco" Push-on joint Ductile Fittings: ASTM A 536,
5. Dielectric Fittings: Assembly or fitting with insulating material isolating joined dissimilar
metals to prevent galvanic action and stop corrosion. These devices are a combination of
copper alloy and ferrous metal; threaded- and solder-end types, matching piping system
materials.
a• Dielectric Unions: Factory-fabricated, union assembly, designed for 250 psig
(1725 kPa) minimum working pressure at I80 deg F (82 deg C). Include
insulating material isolating dissimilar metals and ends with inside threads
according to ASME B1.20.1.
b. Transition Fittings:. Manufactured assembly or fitting, with pressure rating at least
equal to that of system and. with ends
2.4 JOINING MATERIALS
A- Solvent Cement: ASTM F 656 primer and ASTM D 2564 solvent cement in color other than orange.
2.5 VALVES
A. General: Valves are for general-duty and undergruund applications. Refer to "Valve Applications"
Article for locations of various valve types specified in this Article. Refer to "Control Valves"
Article for control valves and accessories.
2.6 CONTROL VALVES
A. Description: Manufacturer's standard control valves for circuits, of type and size indicated on
Drawing, and as follows:
1. Angle Valves: Bronze construction, non-rising stem, inside screw threaded ends and as
noted on the Drawings.
2. Automatic Control Valves: Diaphragm-type, normally closed, with manual flow
adjustment; and operated by 24-voll-a.c. solenoid.
3. Quick-Couplers: Factory-fabricated, 2-piece assembly. Include coupler water-seal valve;
removable upper body with spring-loaded or weighted, rubber-covered cap; hose swivel
with ASME B1.20.7, 3/4-11.SNH threads for garden hose on outlet; and operating key.
a. Locking Top : Include vandal-resistant, locking feature with 2 matching keys.
4. Drain Valve: As noted on the Drawings Drain Valve: As noted on the Drawings.
5. Isolation Gate Valves: 150# gate valve, epoxy-coated, ductile iron, resilient wedge valve
with non-rising stem and inside screw with threaded ends. Mechanical joint or posh-on.
"Waterous", "American Flow Control" or "Nibco" gate valves or approved equal,: prior to
bidding. Size to match line size. Install in valve box, size adequate for maintenance access.
Minimum 15" x 21".
6. Air release valve: 2" air release valve from "Ames" or "Waterman", install in valve box.
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B. Control Valve Boxes and Cover: Thermo-plastic valve boxes with lockable, snap-top lids. Size as
required for application or as noted on drawings, maximum two (2) valves per box.
1. Drainage Backfill: Cleaned gravel or crushed stone, graded from 3 inches (75 mm)
maximum to 3/4 inch (19 mm) minimum.
C. Service Boxes for Key-Operated Control Valves: Size and type as shown on Drawings.
1. Include valve key, 48 inches (915 mm) long with tee handle and key end to fit valve.
D Irrigation System Controls
1. Controller: As noted on the Drawings. All control wires that are above ground shall be
installed in conduit. Electrical wiring shall be installed according to local code. Provide
surge protectors install controllers. .
2. Controller Housing: Weatherproof, watertight, with lockable access door.
3. Valves: Electric Solenoid type and size of control valves as noted on the Drawings,
including required fittings and accessories.
4. Wire: Color coded, copper conductor direct burial, OF-UL listed. All control or hot wires
shall be red or black. All common or ground shall be white.
2.7 SPRINKLERS
A. Description: Manufacturer's standard sprinklers designed to provide uniform coverage over entire
area of spray shown on Drawings at available water pressure, as follows:
1. Ilousings: Plastic, except where material is specified.
2. Pop-Up, Spray: Fixed pattern, with screw-type flow adjustment and stainless-steel
retraction spring.
3. Pop-Up, Rotary Spray: Gear drive, full-circle and adjustable part-circle type.
2.8 AUTOMA'T'IC CONTROL SYSTEM
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A. Description: Low-voltage controller system, made for control of irrigation system automatic control
valves. Controller operates on 120 volts a.c. building power system, provides 24 volts a.c. power to
control valves, and includes stations for at least the number of control valves indicated. Size and
type as shown on Drawing.
S. Control Enclosures: Weatherproof enclosure with locking cover and 2 matching keys. Enclosure
construction complies with NFPA 70 and NEMA 250, Type 4, and includes provision for grounding.
All control wires that are above ground shall be installed in conduit. Electrical wiring shall be
installed according to local code. Provide surge protectors in all controllers.
1. AG 240 V Surge Arrester: As noted on the drawing. Install in approved J-box next to
control}er. Install per manufacturer recommendations.
2. MGP-1 Maxi Grounding Plate: As noted un the Drawings. Install with approved grounding
per manufacturer's recommendations. Install per manufacturer's recommendations.
3. P1' 322 Pulse Transmitter: As noted on the Drawing. Pulse Transmitter is to be installed at
controller and programmed by an approved "Maxicom" rep.
C. Transformer: Internal-type, and suitable for converting 120 volts a.c. building power to 24 volts a.c.
power.
D. Controller Stations for Automatic Control Valves: Each station is variable from approximately 1 to
60 minutes. Include switch for manual or automatic operation of each station.
E. Timing Device: Adjustable, 24-hour, 14-day clock to operate any time of day. Include provision for
the following settings:
1. Setting to skip operation any day in timer period.
- 2. - - Setting for operation every other day:
3. Settings for operation 2 or more times daily.
4. Include manual or semi-automatic operation without disturbing preset automatic operation.
5. Provide NI-CAD battery and trickle charger to automatically power the timing device
during power outages.
F. Wiring: UL 493, solid copper conductor, insulated cable, suitable for direct burial.
1. Feeder Circuit Cables: Type UF, No. 10 AWG minimum, between building and controllers.
2. Low-Voltage, Branch Circuit Cables: Type UF, No. 14 AWG minimum, between
controllers and automatic control valves. Jacket color is other than feeder-circuit-cable
jacket color. Furnish cables with jackets of different colors for multiple cable installation in
same trench. Install control wire to side of main line. Where control wire leaves main or
lateral line.
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3. Splicing Materials: Pressure-sensitive, waterproof, thermoplastic wire connectors and other
materials required to make specified connections. Locale all splice within valve boxes.
4. Use white or gray color for common wire and other colors for all other wire.
a. Wire to be size # 14 not to exceed 1500 Linear feet before sizing up to #12 wire.
a. Add two extra control wires from panel to valves for use if a wire fails or for future
addition, and mark I in the control box as extra wire.
Communication Cable.
1. All cable required for the 2-wire paths from Controller to flow sensor shall be REA Pe-39,
19 gauge, conductor-solid annealed uncoated copper conforming to ASTM-B3; insulated
with expanded polyolefin surrounded by solid polymer to ensure low loss long transmission
capability.
Z. Cable for the 2-wire paths shall be installed with no underground splices. All cable shall be
laid in trenches ("pulling-in" of cablc for installation without trenching will not be allowed
unless pre-approved by the Landscape Architect) and shat! be carefully back-filled to avoid
any damages to the cable insulation or cable conductors themselves. In rocky areas, the
trench shall have a 6" layer of clean sand on the bottom before the cable is laid into the
trench and back-filled. If rocky back-fill is being used, the cable shall have an additional 6"
layer of sand on top of it before back-filling is started. The cable shall have a minimum of
18" of cover.
3. Where cable passed under paving, walls or any other paved areas, it shall be installed in a
PVC class pipe sleeve of proper size required for the number of cables to be placed init.
The 2-wire path is permitted to be laid in the same trench with the 117 VAC cable as much
as possible by laying each in opposite sides of the trench.
VALVE BOXES
A. Carson Industries or approves equal green body with locking lid. Standard rectangular box for all
electrical control valves, 1419-12B. 10" round box for all mainline ball valves, gate valves, and hose
bibs.
PART 3 -EXECUTION
3.1 EXAMINATION
A. Investigate and determine available water supply water pressure and flow characteristics.
3.2 PREPARATION
A. Set stakes to identify proposed sprinkler locations. Obtain Contracting Officer's approval before
excavation.
3.3 PAVING WORK
3.4
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A. Install piping in sleeves where crossing sidewalks, roadways, parking lots, and railroads.
1. Install piping sleeves by boring or jacking under existing paving, where possible.
PIPING APPLICATIONS
A. Refer to Part 2 of this Section for detailed specifications for pipe and fittings products listed below.
Use pipe, tube, fittings, and joining methods according to the following applications. Piping in pits
and aboveground may be joined with flanges instead of joints indicated.
B. Use pipe, tube, fittings, and joining methods according to the following applications.
C. Pressure Piping Underground: Use the following:
1. 2'fz- Inches (DN 80) and Smaller: ASTM D 2241, SDR 21, Class 200, polyvinyl chloride
(PVC) plastic pipe; ASTM D 2467, Schedule 40, PVC plastic, sockct-type pipe fittings; and
solvent-cemented joints.
2. 3 -Inches (DN 100) and Larger: ASTM ll 2241, SDR 26 rubber gasketed Class 160,
polyvinyl chloride (PVC) plastic pipe; ASTM A 536 push on ductile iron fittings.
D. Circuit Piping: Use the following:
1. All Sizes: ASTM D 2241, SDR 21 Class 200, polyvinyl chloride (PVC) plastic pipe;
ASTM D 2466, Schedule 40, PVC plastic, socket-type fittings; and solvent-cemented joints.
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E. Sleevcs: ASTM D 224], Class 200, polyvinyl chloride (PVC) plastic pipe; ASTM D 2466,
Schedule 40, PVC plastic, socket-type fittings; and solvent-cemented joints. Sleeve diameter shall
be two sizes larger than pipe installed in sleeve. Extend sleeves 6" beyond walk or pavement edge.
JOINT CONSTRUCTION
A. Threaded Joints: Thrcad pipes with tapered pipe threads according to ASME B1.20.1, apply tape or
joint compound, and apply wrench to valve ends into which pipes are being threadcd.
B. Polyvinyl Chloride (PVC) Piping Solvent-Cemented Joints: Construct joints according to
ASTM D 2672 and ASTM D 2855.
1 • Handling of Solvent Cements, Primers, and Cleaners: Comply with procedures in
ASTM F 402 for safe handling when joining plastic pipe and fittings with solvent cements.
C. Dissimilar Materials Piping Joints: Construct joints using adapters that are compatible with both
piping materials, outside diameters, and system working pressure. Refer to "Piping Systems -
Common Reyuirements" Article for joining dissimilar metal piping.
D. Provide concrete thrust blocks at all gasket fittings where a change of direction occurs.
PIPING SYSTEMS -COMMON REQUIREMENTS
A. General Locations and Arrangements: Drawings indicate general location and arrangement of piping
systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, and
in other design considerations. Install piping as indicated, except where deviations to layout are
approved nn coordination drawings.
B. Install components having pressure rating equal to or greater than system operating pressure.
C. Install piping free of sags and bends.
D. Locate groups of pipes parallel to each other, spaced to permit valve servicing.
E. Install fittings for changes in direction and branch connections.
F. Piping Connections: Except as otherwise indicated make piping connections as specified below.
1- Install unions, in piping 2 inches (DN 50) and smaller, adjacent to each valve and at final
connection to each piece of equipment having 2-inch (DN 50) or smaller threaded pipe
connection.
2. Install flanges, in piping 2-1/2 inches (DN 6.5) and larger, adjacent to flanged valves and at
final connection to each piece of equipment having flanged pipe connection.
3. Install dielectric fittings to con»ecl piping of dissimilar metals.
PIPING iNS"1'ALLATION
A. Install underground polyvinyl chloride (PVC} plastic pipe according to ASTM D 2774.
B. Lay piping on solid subbase, uniformly sloped without humps or depressions.
1. Install polyvinyl chloride (PVC) plastic pipe in dry weather when temperature is above 40
deg F (4 deg C). Allow joints to cure at least 24 hours at temperature above 40 deg F (4
deg C) before testing, unless otherwise recommended by manufacturer.
C. Minimum Cover: Provide following minimum cover over top of buried piping:
1. Pressure Piping: 24 inches.
2. Circuit Piping: 14 inches.
3. Sleeves: 24 inches.
D. Tunneling: Install pipe under streets or other obstructions that cannot be disturbed, by tunneling,
boring, orjacking._
E. Install piping under sidewalks and paving in sleeves.
F. Back-filling
1. Provide clean, non-rocky material over piping. Back-fill trenches and compact to subgrade
elevation as specified in section 02223. Protect piping from displacement.
G. Pipe Gltings
1. A11 mainline piping shall use ductile iron push on type fittings thrusted as required by
manufacturer.
VALVE APPLICATIONS
A. Drawings indicate valve types to be used.
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3.9 VALVE INSTALLATION
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A. Valves: Install underground valves in valve boxes as shown on Drawings.
B. Control Valves: Install in valve control valve boxes, arranged for easy adjustment and removal.
Install union on downstream side. Maximum (2) valves per valve box.
C• Place 6 inches minimum of gravel below control valves for drainage. Maintain 4 inches minimum
between bottom of valves and lop of gravel. Place Filter fabric barrier between ground and valves.
Valve box shall be reasonably free from dirt and debris. Install sprinkler heads a minimum of 12
inches from all walls.
3.10 SPRINKLER INSTALLATION
A. Sprinklers: Flush circuit piping with full head of water and install sprinklers after hydrostatic test is
completed.
1. Install lawn sprinklers at manufacturer's recommended heights.
2• Install shrubbery sprinklers at heights indicated.
3• Locate part-circle sprinklers to maintain a minimum distance of 12 inches from walls and 2
inches (50 mm) from other boundaries, unless otherwise indicated.
4• Sprinkler Head Risers: Rotor pop-tip sprinkler and quick coupling valves shall have an
adjustable riser assembly (triple swing joint). Stationary spray pop-up heads or shrubs spray
heads shalt have an adjustable riser assembly (triple swing join[) or low-density
polyethylene flex pipe as shown on Drawings details. Triple swing joint fittings shall be of
Schedule 80 PVC or Marlex plastic and nipples Schedule 80 PVC unless otherwise
designated on Drawings. Flex pipe risers shall be 12 inch long minimum and 18 inch
maximum linear low-density polyethylene pipe with spiral barb fittings and 90 degree ell as
shown on details on Drawing.
3.11 AUTOMATIC CONTROL SYSTEM INSTALLATION
A. Install controllers and controller pedestal according to manufacturer's written instructions and as
indicated.
B. Install control and communication wiring in same trench with piping. Where wiring leaves from
piping trenches, install wiring in conduits.
C. Maxicom Systems.
I- All components related to the Maxicom system (included, but not limited; controller, master
valve, flow sensor, communication cable, surge arrester, pipe, pulse transmitter, etc.) shall
be installed be Manufacturer's recommendation and approved by an approved "Maxicom"
representative.
D. Install control wiring in accordance with Specifications. Provide IO inches expansion coil at each
valve to which controls are connected, and at 100 ft intervals. Bury wire beside pipe. Where wire
leaves pipe, enclose in conduit. Use waterproof wire connectors. Use white or gray color for
common wires and other colors for all other wires. No control wires shall be placed in thrust blocks.
Locate wires on opposite side of thrust blocks.
1. Add two extra control wires from panel tv valves for use if a wire fails or for future addition
and mark it in the control box as extra wires
3.12 CONNECTIONS
A. Connect piping to sprinklers, devices, valves, control valves, specialties, and accessories.
B. Connect water supplies to irrigation systems. Include back-flow preventers on potable water
supplies.
C. Electrical Connections: Connect to power source, controllers, and automatic control valves.
3.13 FIELD QUALITY CONTROL
A. Testing: Perform test of piping and valves before back-filling trenches. Piping may be tested in
sections to expedite work. Owners representative must be present for testing.
1. Test system at main line, lateral lines and valves.
2. Repair leaks and defects with new materials and retest system or portion thereof until
satisfactory results are obtained.
B. Field inspection and testing will be performed under provisions of Section 01400.
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C. Installer's Field Service
1 • Prepare and start systems under provisions of Section U16t10
2. Provide one complete spring start-up and a fall shutdown, including winterization to blow
out entire system with compressed air.
D• Adjust work under provisions of section 016500.
E. Change and/or adjust head types for full water coverage as directed.
F• Adjust nozzle spray pattern as required to avoid water spray on building walls, roads or sidewalks.
3.14 CLEANING AND ADJUSTING
A. Flush dirt and debris from piping before installing sprinklers and other devices.
B. Adjust automatic control valves to provide flow rate of rated operating pressure required for each
sprinkler circuit.
C. Carefully adjust lawn sprinklers so they will be flush with, or not more than 2 inch (13 mm) above,
finish grade after completion of landscape work. Adjust so that sprinklers do not spray on buildings
or walls.
D• Adjust settings of controllers and automatic control valves to insure proper watering of alt
landscaping.
3.25 COMMISSIONING
A. Starting Procedures: Follow manufacturer's written procedures. If no procedures are prescribed by
manufacturers, proceed as follows:
1 • Verify that specialty valves and their accessories have been installed correctly and operate
correctly.
2. Verify that specified tests of piping are complete.
3. Check that sprinklers and devices are correct type.
4• Check that damaged sprinklers and devices have been replaced with new materials.
5• Check that potable water supplies have correct type back-flow preventers.
6. Energize circuits to electrical equipment and devices.
7• Adjust operating controls.
B. Operational Testing:. Perform operational testing after hydrostatic testing is completed, backfill is in
place, and sprinklers'are adjusted to final position.
3.16 DEMONSTRATION
A. Provide irrigation system demonstration under provisions of Section 01650. Record on VHS video
format.
B. Demonstrate to Owner: that system meets coverage requirements and that automatic control
functions properly.
C. Demonstrate to Owner maintenance personnel operation of equipment, sprinklers, specialties, and
accessories. Review operating and maintenance information including start up and winterization
procedures.
D. Provide 7 days' written notice in advance of demonstration.
END OF SECTION 02811
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SECTION 028] 1
PART1-GENERAL
1.1 SUMMARY
LANDSCAPE IRRIGATION
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A. Section Includes
1. Pipe and fittings, valves, sprinkler heads, accessories, and connections to water source.
2. Control system.
B. System Description
1. Electric solenoid controlled automatic underground irrigation system.
C. Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 2 Section "Water Systems" for water supply.
2. Division 16 Sections for electrical power materials and installations.
D. Design/Build Sprinkler System
Furnish and install one underground sprinkler irrigation system to provide adequate irrigation of the
lawn and planting areas shown on the Drawings and described in the Specifications. The work shall
consist of providing and installing all material necessary for a complete system including pipe,
valves, fittings, heads, automatic control equipment and alt labor necessary for installation of a
satisfactorily operating system.
1. The contractor awarded the project shall provide complete shop drawings showing the
design layout, pipe size, valve location, size, sprinkler heads, etc.
2. The water source and location (point of connection) for the irrigation system is indicated on
the Drawings.
3. Planter beds and lawn shall be on separate zones.
4. The sprinkler system layout is to provide complete coverage with matched precipitation.
5. Contractor is responsible for the first year winterization.
6. See performance notes and details on the Drawings.
1.2 DEFINITIONS
A. Pipe sizes used in this Section are nominal pipe size (NPS) in inches: Tube sizes are Standard size in
inches.
B. Supply Piping: Piping from water source to connection to irrigation system pressure piping. Piping
is under same pressure as water supply. Piping in this category is not included in this Section.
C. Pressure Piping Main Line: Piping downstream from supply piping to and including control valves.
Piping is under irrigation system pressure. Piping in this category includes backflow preventers.
D. Circuit Piping Lateral Lines: Piping downstream from control valves to irrigation system sprinklers.
Piping is under pressure (less than pressure piping) during flow.
E. Control Valve: Automatic (electrically operated) valve for control water flow to irrigation system
zone.
1.3 .SYSTEM PERFORMANCE REQUIREMENTS
A. Location of Sprinklers and Devices: Design location is approximate. Make minor adjustments
necessary to avoid plantings and obstructions such as signs and light standards.
B. Minimum Water Coverage: Not less than:
1. Turf Areas; 100 percent.
2. Other Planting Areas: 100 percent.
1.4 SUBMITTALS
A. Product data including pressure rating, rated capacity, settings, and electrical data of selected models for the
following:
1. Backflow preventers, including test equipment.
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2. Valves, including general-duty, underground, automatic control, and quick-coupler types,
and valve boxes.
3. Sprinklers.
4. Controls, including controller wiring diagrams.
S. Wiring.
6. Irrigation system record drawings.
1.5
1.6
B. Wiring diagrams for electrical controllers, valves, and devices.
C. Maintenance data for inclusion in "Operating and Maintenance Manual" specified in Division I
Section"Project Closeout" for the following:
1. Seasonal activities of start-up, shut-down and winterization, including blow-out operation of
sprinkler system with compressed air.
2_ Baclctlow preventers, including instructions for testing.
3. Automatic control valves.
4. Sprinklers.
S. Controllers.
6. Irrigation system record drawings.
QUALITY ASSURANCE
A. Comply with requirements of utility supplying water for prevention of backflow and backsiphonage.
B. Installer Qualifications: Engage an experienced Installer with a minimum of five years experience
and who has completed irrigation systems similar in material, design, and extent to that indicated for
Project that have resulted in construction with a record of successful in-service performance.
C. Listing/Approval Stamp, Label, or Other Marking: On equipment, specialties, and accessories made
to specified standards.
D. Listing and Labeling: Equipment, specialties, and accessories that are listed and labeled.
I. The Terms "Listed" and "Labeled": As defined in "National Electrical Code," Article 100.
2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing
Laboratory" (NRTL) as defined in OSHA Regulation 1910.7.
E. Product Options: Irrigation system piping, specialties, and accessories are based on specific types,
manufacturers, and models indicated. Components with equal performance characteristics produced
by other manufacturers may be considered, provided deviations in dimensions, operation, and other
characteristics do not change design concept or intended performance as judged by the Architect.
The burden of proof of product equality is on the Contractor. Any substitutions must be approved by
the Architect in writing prior to installation per section 1.10.
PROJECT CONDITIONS
A. Perform site survey, research public utility records, and verify existing utility locations. Verify that
irrigation system piping may be installed in compliance with original design and referenced
standards.
1.7 SEQUENCING AND SCHEDULING
A. Maintain uninterrupted water service to building during normal working hours. Arrange for
temporary water shutoff with Owner.
B. Maintain Uninterrupted existing irrigation system during construction. Arrange for
temporary water shutoff with owner.
C. Coordinate irrigation systems work with landscape work specified in Division 2 Section
"Landscaping."
1.8 EXTRA MATERIALS
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A. Deliver extra materials to Owner. Furnish extra materials matching products installed as described
below. Package them with protective covering for storage and label clearly describing contents.
1. Quick Couplers: Furnish quantity of units equal to 2 percent of amount of each size
installed.
2. Sprinklers: Furnish quantity of units equal to 2 percent of amount of each type installed.
3. Valve Keys: Furnish quantity of tee-handle units equal to lU percent of amount of each
type key-operated, control valve installed.
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4. Quick-Coupler Hose Swivels: Furnish quantity of units equal to 10 percent of amuunt of
each type quick coupler installed.
5. Quick-Coupler Operating Keys: Furnish quantity of units equal to 10 percent of amount of
each type quick coupler installed.
1.9 IRRIGATION RECORD DRAWINGS
A. The Contractor shall maintain a current record of all pipe and equipment placement and shall record
any variations approved by the Architect. Upon completion of the system and prior to release of
final payment, the Contractor shall provide the Owner with a neat and legible "As-Built" plan of the
completed system (reproducible vellum or mylar only). Any pipe not installed in accordance with
the plans as originally contracted shall be sufficiently dimensioned to a permanent structure for
location after burial. As-built records shall be updated DAILY.
1.10 SUBSTITUTIONS
A. Substitutions to the specified equipment will be permitted with the express written approval of the
Architect. Substitutions will be approved only when the substituted item is equivalent or better in
quality and performance than the item originally specified. The final determination for "equivalents"
rests with the Architect. Their decision shall be final and binding.
1.I1 WARRAN'T'Y
A. Warranty system against defects of installation and material for a period of 1 year after acceptance of
the irrigation system. Guarantee shall also cover repair or damage to any part of the premises
resulting from leaks or other defects in material, equipment and workmanship to the satisfaction of
the Architect. Repairs, if required, shall be done promptly upon notification by the Owner, and, at no
cost to the Owner.
B. As part of the warranty, the Contractor shall be responsible for deactivating and winterizing the
system prior to the onset of the freezing season and for reactivating the system at the onset of the
spring growing season; each event must be accomplished once during the warranty period. In the
event the system is completed in a season when it will not be in use, the Contractor shall winterize
the system upon completion of testing (and approval by the Architect) and reactivate the system in
the spring. The Contractor shall SUBMIT a letter to the Architect certifying that the system was
winterized and drained and indicate the date such action was accomplished. The Contractor shall be
responsible for any damage resulting from failure to comply. Contractor shall instruct and
demonstrate winterization and startup techniques for Owner.
PART 2 -PRODUCTS
2.1 SUMMARY
A. All materials used throughout the system shall be new, unused, and in perfect condition. Rcfcr to the
irrigation materials legend, notes, detail drawings and these specifications for specific equipment to
be used. Equipment or materials installed or furnished without prior approval of the Architect may
be rejected and the Contractor required to remove such materials from the site at his own expense.
B. Substitutions: Under provisions of section 01600 and 02811, paragraph _1.10.
2.2 BRASS PIPE AND ACCESSORIES
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A. Pipe: ASTM B43, Schedule 40; domestic manufacture
B. Fittings: Medium brass, screwed, 125-pound class.
PLASTIC PIPE AND ACCESSORIES
A. Pipe
1. Pipe walls shall be uniform, smooth, glossy, and free of interior or exterior extrusion marks;
pre-belled or straight to receive solvent-weld couplings; 20 foot standard lengths.
2. Pipe shall be marked with manufacturer's name, class of pipe, NSF seal, and date/shift of
manufacturing run.
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3. PVC Pipc: ASTM D1785, D2241
B. Fittings: PVC -ASTM D2464, D2466.
C. Irrigation System Plastic Pipe
1. Mainline: 3- inch Pipe and larger: PVC Class 160 pipe with SDR26 rubber- Gasket fittings.
2'h -inch Pipe and smaller PVC Class 200 pipe with SDR21 solvent weld fittings.
2. Laterals: PVC Class 200 pipe with PVC Class 200 solvent weld fittings.
Sleev;ng: PVC Schedule 40 pipe for sleeves 4" and smaller, Class 200 PVC for sleeves 6"
and up. Sleeve size is double the diameter of the interior pipe(s). Minimum sleeve size 4"
nominal diameter.
3. Refer to Part 3 Article "Piping Applications" for identification of systems where pipe and
tube materials specified below are used.
4. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241; PVC 1120, SDR 21, 200 psig
(1380 kPa) minimum pressure rating, with plain ends. Class 20U PSI pressure rated
upstream from controls, as noted on the drawings; Class 200 PSI downstream.
D. Pipe and Tube Fittings
1. Refer t~ Part 3 Article "Piping Applications" for identification of systems where pipe and
tube fitting materials specified below are used.
2. Polyvinyl Chloride (YVC) Plastic Pipe Fittings: ASTM D 2464, Schedule 80, threaded.
3. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM D 2467, Schedule 40, socket-type.
4. "Harco" Push-on joint Ductile Fittings: ASTM A 536,
5. Dielectric Fittings: Assembly or fitting with insulating material isolating joined dissimilar
metals to prevent galvanic action and stop corrosion. These devices are a combination of
copper alloy and ferrous metal; threaded- and solder-end types, matching piping system
materials_
a. Dielectric Unions: Factory-fabricated, union assembly, designed for 250 psig
(1725 kPa} minimum working pressure at 180 deg F (82 deg C). Include
insulating material isolating dissimilar metals and ends with inside threads
according to ASME B1.20.1.
b. Transition Fittings: Manufactured assembly or fitting, with pressure rating at least
equal to that of system and with ends
JOINING MATERIALS
A. Solvent Cement: ASTM F 656 primer and ASTM D 2564 solvent cement in color other than orange.
VALVES
A. General: Valves are for general-duty and undergruund applications. Refer to "Valve Applications"
Article for locations of various valve types specified in this Article. Refer to "Control Valves"
Article for control valves and accessories.
CONTROL VALVES
A. Description: Manufacturer's standard control valves for circuits, of type and size indicated on
Drawing, and as follows:
1. Angle Valves: Bronze construction, non-rising stem, inside screw threaded ends and as
noted on the Drawings.
2. Automatic Control Valves: Diaphragm-type, normally closed, with manual flow
adjustment, and operated by 24-volt-a.c. solenoid.
3. Quick-Couplers: Factory-fabricated, 2-piece assembly. Include coupler water-seal valve;
removable upper body with spring-loaded or weighted, rubber-covered cap; hose swivel
with ASME B1.20.7, 3/4-11.5NH threads for garden hose on outlet; and operating key.
a. Locking Top : Include vandal-resistant, locking feature with 2 matching keys.
4. Drain Valve: As noted on the Drawings Drain Valve: As noted on the Drawings.
5. Isolation Gate Valves: 150# gate valve, epoxy-coated, ductile iron, resilient wedge valve
with non-rising stem and inside screw with threaded ends. Mechanical joint or push-on.
"Waterous", "American Flow Control" or "Nibco" gate valves or approved equal prior to
bidding. Size to match line size. Install in valve box, size adequate for maintenance access.
Minimum 15" x 21".
6. Air release valve: 2" air release valve from "Ames" or "Waterman", install in valve box.
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Control Valve Boxes and Cover: Thermo-plastic valve boxes with lockable, snap-top Lids. Size as
required for application or as noted on drawings, maximum two (2) valves per box.
1. Drainage Backfill: Cleaned gravel or crushed stone, graded from 3 inches (75 mm)
maximum to 3/4 inch (19 mm) minimum.
Service Boxes for Key-Operated Control Valves: Size and type as shown on Drawings.
1. Include valve key, 48 inches (915 mm) long with tee handle and key end to fit valve.
Imgation System Controls
1. Controller; As noted on the Drawings. All control wires that are above ground shall be
installed in conduit. Electrical wiring shall be installed according to local code. Provide
surge protectors install controllers. .
2. Controller Housing: Weatherproof, watertight, with lockable access door.
3. Valves: Electric Solenoid type and size of control valves as noted on the Drawings,
including required fittings and accessories.
4. Wire: Color coded, copper conductor direct burial, OF-UL listed. All control or hot wires
shall be red or black. All common or ground shall be white.
SPRINKLERS
A. Description: Manufacturer's standard sprinklers designed to provide uniform coverage over entire
area of spray shown on Drawings at available water pressure, as follows:
1. IIousings: Plastic, except where material is specified.
2. Pop-Up, Spray: Fixed pattern, with screw-type flow adjustment and stainless-steel
retraction spring.
3. Pop-Up, Rotary Spray: Gear drive, full-circle and adjustable part-circle type.
AUTOMA"1'1C CONTROL SYSTEM
p.6
A. Description: Low-voltage controller system, made for control of irrigation system automatic control
valves. Controller operates on 120 volts a.c. building power system, provides 24 volts a.c. power to
control valves, and includes stations for at least the number of control valves indicated. Size and
type as shown on Drawing.
B. Control Enclosures: Weatherproof enclosure with locking cover and 2 matching keys. Enclosure
construction complies with NFPA 70 and NEMA 250, Type 4, and includes provision for grounding.
All control wires that are above ground shall be installed in conduit. Electrical wiring shall be
installed according to local code. Provide surge protectors in all controllers.
1. AG 240 V Surge Arrester: As noted on the drawing. Install in approved J-box next to
controller. Install per manufacturer recommendations.
2. MGP-1 Maxi Grounding Plate: As noted on the Drawings. Install with approved grounding
per manufacturer's recommendations. Install per manufacturer's recommendations.
3. P1' 322 Pulse Transmitter: As noted on the Drawing. Pulse Transmitter is to be installed at
controller and programmed by an approved "Maxicom" rep.
C. Transformer: Internal-type, and suitable for converting 120 volts a.c. building power to 24 volts a.c.
power.
D. Controller Stations for Automatic Control Valves: Each station is variable from approximately 1 to
60 minutes. Include switch for manual or automatic operation of each station.
E. Timing Device: Adjustable, 24-hour, 14-day clock to operate any time of day. Include provision for
the following settings:
1. Setting to skip operation any day in timer period.
2. Setting for operation every other day.
3. Settings for operation 2 or more times daily.
4. Include manual or semi-automatic operation without disturbing preset automatic operation.
5. Provide NI-CAD battery and trickle charger to automatically power the timing device
during power outages.
F. Wiring: UL 493, solid copper conductor, insulated cable, suitable for direct burial.
1. Feeder Circuit Cables: Type UF, No. 10 AWG minimum, between building and controllers.
2. Low-Voltage, Branch Circuit Cables: Type UF, No. 14 AWG minimum, between
controllers and automatic control valves. Jacket color is other than feeder-circuit-cable
jacket color. Furnish cables with jackets of different colors for multiple cable installation in
same trench. Install control wire to side of main line. Where control wire leaves main or
lateral line.
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3. Splicing Materials: Pressure-sensitive, waterproof, thermoplastic wire connectors and other
materials required to make specified connections. Locate all splice within valve boxes.
4• Use white or gray color for common wire and other colors for all other wire.
a. Wire to be size # 14 not to exceed 1500 Lincar feet before sizing up to #12 wirc.
a. Add two extra control wires from panel to valves for use if a wire fails or for future
addition, and mark I in the control box as extra wire.
Communication Cable.
1. All cable required for the 2-wire paths from Controller to flow sensor shall be REA Pe-39,
19 gauge, conductor-solid annealed uncoated copper conforming to ASTM-B3; insulated
with expanded polyolefin surrounded by solid polymer to ensure low loss long transmission
capability.
2. Cable for the 2-wire paths shall be installed with no underground splices. All cable shall be
laid in trenches ("pulling-in" of cable for installation without trenching will not be allowed
unless pre-approved by the Landscape Architect) and shall be carefully back-filled to avoid
any damages to the cable insulation or cable conductors themselves. In rocky areas, the
trench shall have a 6" layer of clean sand on the bottom before the cable is laid into the
trench and back-filled. If rocky back-fill is being used, the cable shall have an additional 6"
layer of sand on top of it before back-filling is started. The cable shall have a minimum of
18" of cover.
3. Where cable passed under paving, walls or any other paved areas, it shall be installed in a
PVC class pipe sleeve of proper size required for the number of cables to be placed init.
The 2-wire path is permitted to be laid in the same trench with the 117 VAC cable as much
as possible by laying each in opposite sides of the trench.
2.9 VALVE BOXES
A. Carson Industries or approves equal green body with locking lid. Standard rectangular box for all
electrical control valves, 1419-12B. 10" round box for all mainline ball valves, gate valves, and hose
bibs.
PART 3 -EXECUTION
3.1 EXAMINATION
A. Investigate and determine available water supply water pressure and flow characteristics.
3.2 PREPARATION
A. Set stakes to identify proposed sprinkler locations. Obtain Contracting Officer's approval before
excavation.
3.3 PAVING WORK
A_ Install piping in sleeves where crossing sidewalks, roadways, parking lots, and railroads.
1. Install piping sleeves by boring or jacking under existing paving, where possible.
3.4 PIPING APPLICATIONS
A. Refer to Part 2 of this Section for detailed specifications for pipe and fittings products listed below.
Use pipe, tube, fittings, and joining methods according to the following applications. Piping in pits
and aboveground may be joined with flanges instead of joints indicated.
B. Use pipe, tube, fittings, and joining methods according to the following applications.
C. Pressure Piping Underground: Use the following:
1. 2'h- Inches (DN 80) and Smaller: ASTM D 2241, SDR 21, Class 200, polyvinyl chloride
(PVC) plastic pipe; ASTM D 2467, Schedule 40, PVC plastic, sockct-type pipe fittings; and
solvent-cemented joints.
2. 3 -Inchcs (DN 100} and Larger: ASTM D 2241, SDR 26 rubber gasketed Class 160,
polyvinyl chloride (PVC) plastic pipe; ASTM A 536 push on ductile iron fittings.
D. Circuit Piping: Use the following:
1. All Sizes: ASTM D 2241, SDR 21 Class 200, polyvinyl chloride (PVC) plastic pipe;
ASTM D 2466, Schedule 40, PVC plastic, socket-type fittings; and solvent-cemented joints.
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E. Sleevcs: ASTM D 224], Class 200, polyvinyl chloride (PVC) plastic pipe; ASTM D 2466,
Schedule 40, PVC plastic, socket-type fittings; and solvent-cemented joints. Sleeve diameter shall
be two sizes larger than pipe installed in sleeve. Extend sleeves 6" beyond walk or pavement edge.
JOINT CONSTRUCTION
P-8
A. Threaded Joints: Thrcad pipes with tapered pipe threads according to ASME B1.20.1, apply tape or
joint compound, and apply wrench to valve ends into which pipes are being threadcd.
B. Polyvinyl Chloride (PVC) Piping Solvent-Cemented Joints: Construct joints according to
ASTM D 2672 and ASTM D 2855.
1. Handling of Solvent Cements, Primers, and Cleaners: Comply with procedures in
ASTM F 402 for safe handling when joining plastic pipe and fittings with solvent cements.
C. Dissimilar Materials Piping Joints: Construct joints using adapters that are compatible with both
piping materials, outside diameters, and system working pressure. Refer to "Piping Systems -
Common Reyuirements" Article for joining dissimilar metal piping.
D. Provide concrete thrust blocks at all gasket fittings where a change of direction occurs.
PIPING SYSTEMS -COMMON REQUIREMENTS
A. General Locations and Arrangcments: Drawings indicate general location and arrangement of piping
systems. Indicated locations and arrangements were used io size pipe and calculate friction loss, and
in other design considerations. Install piping as indicated, except where deviations to layout are
approved on coordination drawings.
B. Install components having pressure rating equal to or greater than system operating pressure.
C. Install piping free of sags and bends.
D. Locate groups of pipes parallel to each other, spaced to permit valve servicing.
E. Install fittings for changes in direction and branch connections.
F. Piping Connections: Except as otherwise indicated make piping connections as specified below.
1. Install unions, in piping 2 inches (DN 50) and smaller, adjacent to each valve and at final
connection to each piece of equipment having 2-inch (DN 50) or smaller threaded pipe
connection.
2. Install flanges, in piping 2-112 inches (DN 6S) and larger, adjacent to flanged valves and at
final connection to each piece of equipment having flanged pipe connection.
3. Install dielectric fittings to counecl piping of dissimilar metals.
PIPING INSTALLATION
A. Install underground polyvinyl chloride (PVC) plastic pipe according to ASTM D 2774.
B. Lay piping on solid subbase, uniformly sloped without humps or depressions.
1. Install polyvinyl chloride (PVC) plastic pipe in dry weather when temperature is above 40
deg F (4 deg C). Allow joints to cure at least 24 hours at temperature above 40 deg F (4
deg C) before testing, unless otherwise recommended by manufacturer.
C. Minimum Cover: Provide following minimum cover over top of buried piping:
1. Pressure Piping: 24 inches.
2. Circuit Piping: 14 inches.
3. Sleeves: 24 inches.
D. Tunneling: Install pipe under streets or other obstructions that cannot be disturbed, by tunneling,
boring, or jacking.
E. Install piping under sidewalks and paving in sleeves.
F. Back-filling
1. Provide clean, non-rocky material over piping. Back-fill trenches and compact to subgrade
elevation as specified in section 02223. Protect piping from displacement.
G. Pipe fillings
1. All mainline piping shall use ductile iron push on type fittings thrusted as required by
manufacturer.
VALVE APPLICATIONS
A. Drawings indicate valve types to be used.
tmz
Jan 17 02 10:26a
the land group Inc
3.9 VALVE INSTALLATION
2089394445
p.9
A. Valves: Install underground valves in valve boxes as shown on Drawings.
B. Control Valves: Install in valve control valve boxes, arranged for easy adjustment and removal.
Install union on downstream side. Maximum (2) valves per valve box.
C. Place 6 inches minimum of gravel below control valves for drainage. Maintain 4 inches minimum
between bottom of valves and top of gravel. Place Filter fabric barrier between ground and valves.
Valve box shall be reasonabiy free from dirt and debris. Install sprinkler heads a minimum of 12
inches from all walls.
3.10 SPRINKLER INSTALLATION
A. Sprinklers: Flush circuit piping with full head of water and install sprinklers after hydrostatic test is
completed.
1. Install lawn sprinklers at manufacturer's recommended heights.
2• Install shrubbery sprinklers at heights indicated.
3. Locate part-circle sprinklers to maintain a minimum distance of 12 inches from walls and 2
inches (50 mm) from other boundaries, unless otherwise indicated.
4. Sprinkler Head Risers: Rotor pop-up sprinkler and quick coupling valves shall have an
adjustable riser assembly (triple swing joint). Stationary spray pop-up heads or shrubs spray
heads shall have an adjustable riser assembly (triple swing joint) or low-density
polyethylene flex pipe as shown on Drawings details. Triple swing joint fittings shall be of
Schedule 80 PVC or Marlex plastic and nipples Schedule 80 PVC unless otherwise
designated on Drawings. Flex pipe risers shall be 12 inch long minimum and 18 inch
maximum linear low-density polyethylene pipe with spiral barb fittings and 90 degree ell as
shown on details on Drawing.
3.11 AUTOMATIC CONTROL SYSTEM INSTALLATION
A. Install controllers and controller pedestal according to manufacturer's written instructions and as
indicated.
B. Install control and communication wiring in same trench with piping. Where wiring leaves from
piping trenches, install wiring in conduits.
C. Maxicom Systems.
1. All components related to the Maxicom system (included, but not limited; controller, master
valve, flow sensor, communication cable, surge arrester, pipe, pulse transmitter, etc.) shall
be installed be Manufacturer's recommendation and approved by an approved "Maxicom"
representative.
D. Install control wiring in accordance with Specifications. Provide IO inches expansion coil at each
valve to which controls are connected, and at 100 ft intervals. Bury wire beside pipe. Where wire
leaves pipe, enclose in conduit. Use waterproof wire connectors. Use white or gray color for
common wires and other colors for all other wires. No control wires shall be placed in thrust blocks.
Locate wires on opposite side of thrust blocks.
1. Add two extra control wires from panel to valves for use if a wire fails or for future addition
and mark it in the control box as extra wires
3.12 CONNECTIONS
A. Connect piping to sprinklers, devices, valves, control valves, specialties, and accessories.
B. Connect water supplies to irrigation systems. Include back-flow preventers on potable water
supplies.
C. Electrical Connections: Connect to power source, controllers, and automatic control valves.
3.13 FIELD QUALITY CONTROL
A. Testing: Perform test of piping and valves before back-filling trenches. Piping may be tested in
sections to expedite work. Owners representative must be present for testing.
1. Test system at main line, lateral lines and valves.
2. Repair leaks and defects with new materials and retest system or portion thereof until
satisfactory results are obtained.
B. Field inspection and testing will be performed under provisions of Section 01400.
Wendy's -Meridian
02811/8
1/02
Jan 17 02 10:26a
the
group
2089394445
C. Installer's Field Service
1- Prepare and start systems under provisions of Section 01600
2. Provide one complete spring start-up and a fall shutdown, including winterization to blow
out entire system with compressed air.
D. Adjust work under provisions of section 016500.
E. Change and/or adjust head types for full water coverage as directed.
F. Adjust nozzle spray pattern as required to avoid water spray on building walls, roads or sidewalks.
3.14 CLEANING AND ADJUSTING
A. Flush dirt and debris from piping before installing sprinklers and other devices.
B. Adjust automatic control valves to provide flow rate of rated operating pressure required for each
sprinkler circuit.
C. Carefully adjust lawn sprinklers so they will be flush with, or not more than 2 inch (13 mm) above,
finish grade after completion of landscape work. Adjust so that sprinklers do not spray on buildings
or walls.
D. Adjust settings of controllers and automatic control valves to insure proper watering of alt
landscaping.
3.15 COMMISSIONING
A. Starting Procedures: Follow manufacturer's written procedures. If no procedures are prescribed by
manufacturers, proceed as follows:
1. Verify that specialty valves and their accessories have been installed correctly and operate
correctly.
2. Verify that specified tests of piping are complete.
3• Check that sprinklers and devices are correct type.
4. Check that damaged sprinklers and devices have been replaced with new materials.
5. Check that potable water supplies have correct type back-flow preventers.
6. Energize circuits to electrical equipment and devices.
7. Adjust operating controls.
B. Operational Testing: Perform operational testing after hydrostatic testing is completed, backfill is in
place, and sprinklers are adjusted to final position.
3.16 DEMONSTRATION
A. Provide irrigation system demonstration under provisions of Section 01650. Record on VHS video
format.
B. Demonstrate to Owner: that system meets coverage requirements and that automatic control
functions properly.
C. Demonstrate to Owner maintenance personnel operation of equipment, sprinklers, specialties, and
accessories. Review operating and maintenance information including start up and winterization
procedures.
D. Provide 7 days' written notice in advance of demonstration.
END OF SECTION 02811
Wendy's -Meridian
02811/9
1/02
From: eRS
~: WE(VDY'S IWERIDIAN
#01088
A
2~8 z~ 850 x.01/Ei
liia~t~: C 1/'1.6102
BALL:
IF 12' CLEAR 1S WHAT YOV NEED, CONSIDER !T DC7N~IE. CbO YOIJ PRpVID~ US
A LETTER FOR OUR CZC SUBN9lTTAL OR DOES IT 60 pIRECTLY TO P1Z (SEE
STEM #"/ ON PREVIOUS FAX;.
PLEASE LET US IQ~ILW, THANXI
ccr WENCQ(DALE}
JHN-16-003 14:,4
~'''~ -~
~~ ~ ~
ARC~IS.TEC'TS
1014 S• ALLANY$ PL. 9UliB 109
Rf?ISE,ILA A0 /77a4
TRL$PHONA?Aa3y~i /3Ta
L:qX 001 ~Jb S1A0
BRS AFCNITECTb
SAX M~M4
Ta: SSC
Atb~o ®ILL
ooav,~+• Paw i
T~7TAL P , ~l1
TO 3Jt7d
3~Il~~13S l~~iblIN17S
ZS0S88880Z bi~60 Z00Z/Li/Z0
Rug O1 O1 05:14p Wenco, Inc.
-_ _...,.,~ ,v.,,j rR r'tt-I.UKt' FACILITIES
torporato P-opeeytas Group
h1AC V1252-O1 t
SZOI 1Yest Amelia EaFhart L~tive
SatF Lake CiN. uT ti4t 18
801 146.8512
801 2d6-8510 Fax
August 1, 2001
Dale F. Nagy
d/b/a Community Properties
c/o Weneo, Inc.
7609 VV', Emerald
Boise, ~ 83'0
208-336-7541
801 246 851 °12083367541
~-
Re: Preperty at Co~orate Drive and 1" Street in Meridian, Idaho
Dcar ivlr. Nagy,
P.02~02
Please accept this Ietter as eonfirmatian that We11s Fargo Bank/fiirsi Security has
given you approval to pursue development activities relating to the property mentioned
above. Please note that title to this property is in the name of American Bank of
Commerce. American Bank of Commerce merged with First Security Bank and First
Security bank hQS recently merged with Wells Fargo Bank. Wells Fargo Bank i5 the
current owner of the property.
Please call me if you have any questions.
Sincerely,
ary IC. Riddle
Vice President
CORPORA?'E PROPERTIES GROUP
GIGR:bs
p.2
`k`k TOTRL PRGE.02 **
i
July 17, 2001
Mr. Billy Ray Strite
BRS Architects
1010 S. Allante Pl., Suite 100
Boise, Idaho 83709
Subject: Property at Corporate Dr. and
1 ~` St. Meridian, Idaho
Dear, Mr. Strite,
Please be advised you have our consent to submit to the city of Meridian,
Planning and Zoning Department, plans to build a Wendy's Old Fashioned Hamburger
Restaurant.
Please advise if any additional information is required.
___ __ ~- ``w ~ - --
Dale F. Nagy % lJ
Managing Partner
Community Properties
7609 W. Emerald
Boise, Idaho 83704
and for e
to be th p s bsc bed tote g to
me that _he executed the same.
~ ~ Gih_
No ary Public or Idaho/~'
Residing at ~.,~L C
My commission expires / ~„
On this /?'~'~ day of before me, a Notary Public in
the said state, personally peace ' , known to m
e erson whose name is u ri h within Instrumen a acknowled ed
r~o-~.urcr rrx.,lt_t ~ 1C5 tlbl ~4b t7Jll~ IU yl~i.S.Sb'~41 P. ]2/12
MAC U1252-011
5201 West Amelia Earhart give
Salt Lake City, UT 84116
801246-8512
801 2~a6-8310 Fax
July 31, 2001
Dale F. Nagy
d/b/a Community Properties
c/o Wenco, Inc.
7609 W. Emerald
Boise, ID 83704
Re: Property at Corporate Drive and 15t Street in Meridian, Idaho
Dear Mr. Nagy,
Please accept this letter as confirmation that Wells Fargo Bank/First Security has
given you approval to pursue development activities relating to the property mentioned
above.
Sincerely,
ary K. Riddle
Vice President
CORPORATE PROPERTIES GROUP
GKR:bs
Title File No.: 893-188 2
FOR VALUE RECEIVED
WARRANTY pE~p
JOHN F, DOBi1R~ and
ARVt;Lt,,~ DOBARAN, husband and wife
GRANITOR(s), does(do) hereby GRANT, gggGglN. SELL and CONVEY unto
AAERICAN BANK OF COHMERCE
,.._ ~ , „~,~, , 7
G~TEE(S), whose Current address is:
the bHowin4 describes real r 6850 Fairveiw Ave. ,
more particular) p operly in Boise, 1D 83704
Y described as follows, ip w,t. Ada
A tract of CounlY. Slate et )~~
4 1 Eastaof to the SM I/9 of the NM 2/9 of Section 18
Rap e' he Boise Meridian,
described as follovs; Ada Count Range ~ North,
Y. Idaho, more particularly
Coortencing at the NY corner of Section
South 00'49'05" Mest alon 18% thence
1,7770.00 feet of a 4 the Mesc Doundar
Thence South 89'05'S~int; Y of Section 18, a distance of
description; East 25.07 feet to the INITIAL POINT
Thence Soptb 89'05'55" East o[ this
Thence South 89'05'55" 193.00 feet;
Thence State t!i hw Ea69;214.56 feet to a point on the Mesterl
aloe 9 aY No.
of 9'S2'Jq"g the arc of a circular curv Y right of
Dein and a radius of 981.79 a to the right Navin
ThencesNar~hd89'®5'a chord feet, a distance of 9 a central angle
" 9 South
55 Ne bearin 19'53.37^ Yestllgg2e1feet, said arc
Thence North 00'99'05" st 366.95 feet; feet;
Thence South 89'05'55" East 30,80 feet;
Thence North 00'49'05" East 136.00 feet;
Thence North 89'05'55" East 109.00 feet;
Thence North 00'49'05" Hest 138.00 feet;
description, East 30.00 feet to the INITIAL POINT of t
TO HAVE AND 70 HOLD the his
Grantee(s) heirs and ayg said premises, wilh their a
'9ns brever, And the said Grantor(s) ~~~~ her~ebe$ unto the said
Grantee(s), that Grantor(s) is/are Ins owner(s) m tee s; Grantee(s). and
encun+branCes, EXCEPT ttwse to which this conveYane ie s e::press y covenant to a~ Nnth t
said P-emis88: That said Premises are tree Irornsaid
done Dy the Grantee(s); and subject to reservations, r
agreements. (it a h' made subjeel and those made, sintered or
-tY) of reZnrd. and general lazes and assessmenss~(i~~i~9 i~9alion an
ary) br the current year, which are not yet due a easements, rights of
from an ~awrW claims wh d utility sue way and
atsoever. ~ payable, and Ihal Grantor(s) will warrant and t ssntenls, if
baled: de end the Bartle
April 2, 1993
....
n F. ~ ~1)oliar A"
STATE or Idaho.., t:ow,ry a .mod
a ................ ~~.
On tAla ..._.
............ dsy or April........
M in• year or .1943.. Derore m•, .........
Pu011e in the uns>•rolW~•0, a tdpt•ry
John..E_..D~"' ~or'. sale sUts, DeraonatlY aPOea.•d
husbarirl;;ar~~~~eand:: Arxella.. Dobaxan•,.........
...::.:L :•......... ........................
kn9+vn or ~1td~e•mi ........................ .....
.ilL ~ . to Di Ins P•r»n ..3. ~...
~.:......~Oaa :tr1 die ~r whoa. nam•
arltnowl tom Itnin 1 rumant.
and
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.....~ iV.n,,;Pem Graham
...............
p••Idl Boise ~
ne rM :...................
MY oommiaela, •xpby;g9/1J/97............
Arvella L. Do,,tt// '~`-~L~•i,,,~:
Da Can
r
X325034
BOISE TITLE & ESCROW
.1DA !':' ~:! i ;'. I !).FOR
J. DhVII~ F~;,:.~f~ZO
RECORDER -;Y-~= 7~r+~
C/i~
'93 APR 6 P('1 `1 10
Boise Title ~ Escrow
----- ~ Inc.
~ TOTAI, PfdGE, 02 ,~
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•
BRS #01088
CITY OF MERIDIAN
Planning & Zoning Department
660 E. ~Vatertower Ln.. Ste. 202, Meridian, ID 83642
(308)884-533 Phone / (208)888-6854 Fax
CERTIFICATE OF ZONING COMPLIANCE (CZC) APPLICATION
(Section 11-19-1. Zoning and Development Ordinance)
Cz~ 003
PROJECT NAME: Wendy' s
APPLICANT:
ADDRESS:
Wenco, Inc.
3609 W. Emerald, Boise, IA 83704
PHONE: 336-7400
OWNER(S) OF RECORD
ADDRESS:
FAX: 336-7541 E-MAIL:
Communit~~ Properties
3609 W. Emerald, Boise, ID 83704
PHONE: 336-7400
FAX: 3 3 6- 7 5 41 E-MAIL:
ARCHITECT (IF DIFFERENT THAN APPLICANT): BRS Architects/Billy Ray Strite
ADDRESS: 1010 S Allante Place, Suite 100, Boise ID 83709
PHONE: 336-8370 FAX: 336-8380 E-MAIL bill @brsarchitects.com
ADDRESS. GENERAL LOCATION OF SITE: Northwest corner Corporate Drive and East
First
DESCRIPTION OF USE:
Restaurant with drive-through.
PRESENT ZONE CLASSIFICATION: CG
I BRS Architects , do hereby affirm that I will agree to pay any additional sewer, water or trash
fees o Yes, if a v, associated with the use that I/we have applied tor, whether the use be residential, commercial
or ~ n ave read the information co wined h rein and certify that the information is
Iu lul ~/1
,Applicant's Agent / /
pplicant's Sig,nature) (Date)
~.
. ',
2~-
t
'~
x
e '~ ``'r,
-,,ri *~ r ~ •~ ~ ~
AUG 85 '82 11 29 FR CITY' OF MERIDIAN
208 888 4218 TO PUBLIC FORKS
P.01i01
~L' ~.C~.1. V
AUG -
City of Meridian
City Cl.exk Off4ce
August 1, 200?
City oi~Meridian Planning and Zoning
GGO E. Watertower, Suite 202
Meridian, ldaho 83642
Attn: Mr. David McKenna
Re: Wendy's - l00 E. Corporate Drive
Dear David,
When the above Wendy's Restaurant was submitted for approval to the Meridian
Planning and "toning Department one of the commissioners proposed we install an escape
lane in the dive through.
We agreed and installed an escape lane at an angle to allow for vehicles to depart
from the drive through but make it difficult to enter from the parking iot.
Since we have opened the store for business we have experienced a myriad of
problems in that some customers enter the drive through from the parking lot although we
have erected signs (DO NpT ET~?TER) and several barge boulders to discourave such use.
Some people have actually driven over the curb and through the landscaping to enter the
drive through lane.
While 1 think th.e escape lane idea has merit, we have had nothing but problems
with it since inception. The damage done to our curbs and. landscaping has been
substantial.
I would therefore, Like to petition the Meridian Planning and Zoning Department
to vacate the escape lane and erect either some painted bollards with signs or landscape
boulders to block the driveway.
Please advise me at your earliest convenience what action would be necessary on
my part to secure this request.
Best Regards,
Dale F. Nagy
President
Wenco, lnc.
Cc: e;lly Rav Strite '~~~~ (~jZS
Will Berg
WENCU. iNC. / 7609 LU. F~iF.Ral A. (inlsF.. Ir) R370d : 20R•33h-7d00 FA)C: 208-336-75d 1
** TOTAL PAGE. 81 **
,•
•
~~1~
1010 S. ALLANTE PL. SUITE 100
BOISE, IDAHO 83709
TELEPHONE 208 336 8370
FAX 208 336 8380
Memo
Date: 03/13/02
To: MERIDIAN P/Z
Attr~ DAVE
From: BRS
Re: WENDY'S MERIDIAN
#01088.01
DAVE:
CONSISTANT WITH YOUR DISCU SIONS WITH PHIL HULL OF THE
LANDGROUP WE ARE RESUBMITTING THE REVISED LANDSCAPE PLAN
DELINEATING THE "BERMED" ARE S AND THE "DRAINAGE RETENTION
AREAS." '~
BY VIRTUE OF THIS MEMO WE ARE~ALSO SENDING THIS PLAN ONTO THE
BUILDING DEPARTMENT AND PUBLIC WORKS FOR PERMITTING.
WE APPRECIATE YOUR EFFORTS.
cc: MBD/MPW(DAUNT/GARY)WE
(DALE)
oo~,r„~,~~ ~ Page 1
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.,fit ~ ~~~-~,,. Ada County Highway District
CH
...,....__r, .. __.__...
Dave Bivens 1 sl vice President Garden Clty ID 83714-6499
Judy Peavey-Derr, 2nd ~ce President Phone (208) 387100
Susan S. Eastlake, Commissioner FAX (208) 387-6391
Sherry R. Huber, Commissioner E-mail: tellus~ACHD.ada.id.us
January 24, 2002
TO: Wenco Inc
3609 W. Emerald
Boise, Idaho 83704
SUBJECT: MCZC02-003
Fast food restaurant
nwc of Corporate Drive and E. 1st Street
On January 2, 2002, the Ada County Highway District Commissioners acted on MCUPOI-028/revised. The
conditions and requirements also apply to MCZC02-003.
If you have any questions, please feel free to contact this office at (208) 387-6170.
Sincerely,
~~~~
:.
Development Analyst
Planning & Development
Cc: Planning & Development/Chron/Project File
Planning & Development Services City of Meridian
Construction Services
Drainage/Utilities
BRS Architects
Billy Ray Strite
1010 S. Allante Place, Suite 100
Boise, Idaho 83709
~~
~'
ADA COUNTY HIGHWAY DISTRICT
Planning and Development Division.
Development Application Report
MCUPOI-028/REVISED n/w/c Corporate Drive and East 1~` Street Drive-thru restaurant
This application has been referred to ACRD by the City of Meridian for review and comment. The
applicant is requesting conditional use approval to construct a 1,500-square foot drive-thru restaurant.
The 1.467-acre site is located on the northwest corner of Corporate Drive and East 1'` Street. This
development is estimated to generate 2,342 additional vehicle trips per day (0 existing) based on the
Institute of Transportation Engineers Trip Generation Manual (for both pad sites).
The ACRD Commission reviewed this application on September 26, 2001. On October 3, 2001, the
applicant submitted a letter of appeal regarding Site Specific Requirements #3 and #4.
Roads impacted by this development: Corporate Drive
East 1 s` Street
Meridian Road
Facts and Findings:
ACRD Commission Date -January 2, 2002 -12:00 p.m.
A. General Information
Owner -Community Properties
Applicant - Wenco, Inc.
CG -Existing zoning
1.467- Acres
1-Proposed building lots
1,500 -Square feet of proposed building
281 -Traffic Analysis Zone (TAZ)
West Ada -Impact Fee Service Area
Meridian -Impact Fee Assessment District
MC(TPOl-00028.cmm
Page 1
r~
M
MCUP01-028
Fast food restaurant with drive up, and pad site
northwest of the intersection of Meridian Road and Corporate Drive
MCUPOI-00028.cmm
Page 2
N
W E
1000 0 1000 2000 Feet
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ee re pre~i.:~Di {red
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East 1$` Street
Minor arterial with bike lane designation
Traffic count on East 1$` Street north of Central Drive was 22,037 on 6-2-99.
Better than "C" -Existing Level of Service
Better than "C" -Existing plus project build-out Level of Service
175-feet of frontage
120-feet existing right-of--way (60-feet from centerline)
120-feet required right-of--way (60-feet from centerline)
East ls` Street is improved with 5-traffic lanes, with no curb, gutter or sidewalk abutting the
site.
Corporate Drive
Currently a collector with bike lane designation
Traffic count on Corporate Drive east of 1~` Street was 4,491 on 2-08-O1.
Better than "C" -Existing Level of Service
Better than "C" -Existing plus project build-out Level of Service
400-feet of frontage
96-feet existing right-of--way (48-feet from centerline)
96-feet required right-of--way (48-feet from centerline)
Corporate Drive is improved with 3-traffic lanes, with no curb, gutter or sidewalk abutting the
site. The intersections with Meridian Road and E. First Street are not signalized. Corporate
Drive west of Meridian Road is unimproved, but the right-of--way has been acquired.
FUTURE CORPORATE DRIVE: The Corporate Drive/E. First Street intersection is listed in
the ACRD Design & Construction Review document as: "East First and Corporate Drive
Signalization: New traffic signal. Double left turns on E. First to Corporate west. Tie to
existing interconnect system. Done in conjunction with or ahead of E. First/Meridian/Central
intersection project." The signal installation is planned to be constructed during the summer of
2002.
Meridian Road
Minor arterial with bike lane designation
Traffic count on Meridian Road north of Franklin Road was 10,312 on 5-9-00.
Better than "C" -Existing Level of Service
Better than "C" -Existing plus project build-out Level of Service
170-feet of frontage
60-feet existing right-of--way (25 to 30-feet from centerline)
80-feet required right-of--way (40-feet from centerline)
Meridian Road is improved with 3-traffic lanes, with no curb, gutter or sidewalk abutting the
site.
MCLJPOI-00028.cmm
Page 3
~~ ~~
Meridian Road, E. First Street to Franklin Road is listed in the ACI-ID Design & Construction
Review document as: " 3-lane, bike lanes, sidewalks, conduit for future signal at Corporate
Drive."
B. On September 10, 2001, the District Planning and Development staff inspected this site and
evaluated the transportation system in the vicinity. On September 14, 2001, the staffmet as the
District's Technical Review Committee and reviewed the impacts of this proposed development
on the District's transportation system. The results of that analysis constitute the following Facts
and Findings and recommended Site Specific Requirements.
C. For the purposes of estimating daily trip generation and assessing impact fees for this project, the
proposed use of this development has been classified as a fast food restaurant with adrive-thru
window. (per the ITE Manual) The impact fee rate from the fee tables for this use is $6,108.00
per thousand square feet of gross building area, based on the impact fee ordinance in effect at this
time. Note: This rate is provided for informational purposes only and shall not be
construed as an impact fee rate certification. The impact fee will be assessed at the time of
plans acceptance by District staff, and shall be based on the fee tables and provisions of the
District's Impact Fee Ordinance in effect at that time.
D. Currently the Franklin Road and East 1$` Street intersection operates at a level of service "D".
E. Currently the Meridian and East 1g` Street intersection operates at a level of service of "F".
F. The submitted site plan shows the proposed development is proposing to construct a driveway at
the north property line. This driveway is located on Meridian Road approximately 140-feet north
of Corporate Drive.
DISTRICT POLICY FOR ARTERIAL ROADWAYS (MERIDIAN ROAD)
• Driveways on arterial roadways should be located a minimum of 110-feet from
uncontrolled intersections for right-in/right-out access, and 200-feet from uncontrolled
intersections for full access.
Driveways on arterial roadways should be located a minimum of 220-feet from
signalized intersections for right-in/right-out access, and 440-feet from signalized
intersections for full access.
On November 20, 2001, the ACRD Commission heard this item as an appeal, per the written
request of October 3, 2001. The Commission denied the appeal and upheld District policy; and
directed staff to determine how the driveway will be restricted.
Traffic Services staffhas indicated that a median should be constructed in Meridian Road to
restrict this driveway. There is a single family dwelling driveway and auto repair shop driveway
to the north of this site on the west side of Meridian Road. The median should not restrict those
driveways to existing uses. The applicant should coordinate the design of the median with
Traffic Services staff. The applicant appealed this staff determination to the ACHD
Commission. On January 2, 2002, the ACHD Commission heard this item as an appeal of
the median in Meridian Road. The applicant provided information indicating that the
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trips from this development would be significantly less than estimated by staff, and that the
peak hour trips turning-left into the site would be minimal. The Commission granted the
appeal of the median and determined that the driveway should operate as a right-in/right-
out, left-in driveway with left-turns out prohibited. To prohibit the left turns out of the
site, the applicant should install a sign. Furthermore, the Commission informed the
applicant that ACRD may install a median in the future that would fully restrict the
driveway to right-in/right-out, when it is warranted...
G. The submitted site plan shows the proposed development is proposing to utilize an existing
driveway on Corporate Drive located approximately 180-feet west of East 1'` Street.
DISTRICT POLICY FOR COLLECTOR ROADWAYS (CORPORATE DRIVE)
• Driveways on collector roadways should be located a minimum of 150-feet from
uncontrolled intersections.
• Driveways on collector roadways should be located a minimum of 175-feet from
signalized intersections for full access.
This driveway does conform with ACHD policy and should be approved with this application.
H. The applicant is proposing an internal driveway that is proposed to be shared with the property
directly to the north. The applicant should provide a recorded cross access easement for the
parcels to the north to use this parcel for access to the public roadway network.
I. Utility street cuts in pavement less than five years old are not allowed unless approved in writing
by the District. Contact Construction Services at 387-6280 (with file numbers) for details.
J. The applicant should be required to construct a 5-foot wide detached concrete sidewalk on
Meridian Road and East 15` Street located 2-feet within the new right-of--way. Coordinate the
location and elevation of the sidewalk with District staff. If the sidewalk meanders outside of the
right-of--way, provide an easement for the sidewalk.
K. The applicant should replace unused curb cuts on Corporate Drive, Meridian Road and East 1st
Street with standard curb, gutter and concrete sidewalk to match existing improvements.
L. The applicant should replace any damaged curb, gutter and/or sidewalk on Corporate Drive,
Meridian Road and East 1st Street with new curb, gutter and/or concrete sidewalk to match
existing improvements. Segments to be replaced shall be determined by ACHD Construction
Services staff. Contact Construction Services at 387-6280 (with file number) for details.
M. Graveled driveways abutting public streets create maintenance problems due to gravel being
tracked onto the roadway. In accordance with District policy, the applicant should be required to
pave the driveway its full width and at least 30-feet into the site beyond the .edge of pavement of
Meridian Road with 15-foot curb radii.
N. The applicant should provide a minimum of 100-feet of stacking distance from the drive-thru
window to the public roadway system.
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0. Any proposed landscape islands/medians within the public right-of--way dedicated by this plat
should be owned and maintained by a homeowners association. Notes of this should be required
on the final plat.
P. Any existing imgation facilities should be relocated outside of the right-of--way.
Q. All utility relocation costs associated with improving street frontages abutting the site should be
borne by the developer.
R The applicant should be required to locate any proposed gated entry a minimum of 50-feet from
the edge of pavement of a public road. Coordinate the location of any proposed gated entry with
District staff.
S. Based on development patterns in this area and the resulting traffic generation, staff anticipates
that the transportation system will be adequate to accommodate additional traffic generated by
this proposed development with the requirements outlined within this report.
The following requirements are provided as conditions for approval:
Site Specific Requirements:
1. Dedicate 775-square feet ofright-of--way on the northwest corner of East 1S` Street and
Corporate Drive. The dimensions should provide a 775-squaze foot triangle. The triangle
should be a right triangle with right-of way from the southeast corner of the property on East 1~`
extending 31-feet north of Corporate Drive. The right triangle on Corporate Drive should be
from the southeast comer of the property extending 25-feet west of East 1" Street. The right-of-
way abutting the parcel should be dedicated by means of recordation of a final subdivision plat
or execution of a warranty deed prior to issuance of a building permit (or other required
permits), whichever occurs first. Allow up to 30 business days to process the right-of--way
dedication after receipt of all requested material. The owner will be paid the fair market value
of the right-of--way dedicated which is an addition to existing ACRD right-of--way if the owner
submits a letter of application to the impact fee administrator prior to breaking ground, in
accordance with Section 15 of ACRD Ordinance #193. The right-of--way purchase agreement
must be completed and signed by the applicant prior to scheduling the final plat for signature by
the ACRD Commission.
2. Dedicate 40-feet ofright-of--way from the centerline of Meridian Road abutting the parcel by
means of recordation of a final subdivision plat or execution of a warranty deed prior to
issuance of a building permit (or other required permits), whichever occurs first. Allow up to
30 business days to process the right-of--way dedication after receipt of all requested material.
The owner will be paid the fair market value of the right-of--way dedicated which is an addition
to existing ACRD right-of--way if the owner submits a letter of application to the impact fee
administrator prior to breaking ground, in accordance with Section 15 of ACI-1D Ordinance
#193. The right-of--way purchase agreement must be completed and signed by the applicant
prior to scheduling the final plat for signature by the ACRD Commission.
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3. Per the action of the ACRD Commission on 01-02-02, construct aright-in/right-out, left-in
driveway located approximately 140-feet north of Corporate Drive. Left-turns out of the site
are not permitted. Install an on-site sign that states "LEFT TURNS PROHIBITED". This
driveway maybe restricted to all left turning movements in the future. ACHD may install a
concrete median in Meridian Road when warranted.
4. The driveway that is proposed on Corporate Drive located approximately 180-feet west of East
ls` Street is approved as a full access driveway.
5. The proposed internal driveway to be shared with the property directly to the north is approved
with this application. The applicant shall provide a recorded cross access easement for the
parcels to the north to use this parcel for access to the public roadway network.
6. Construct a 5-foot wide detached concrete sidewalk on Meridian Road and East 1~ Street
located 2-feet within the new right-of--way. Coordinate the location and elevation of the
sidewalk with District staff. If the sidewalk meanders outside of the right-of--way, provide an
easement for the sidewalk.
7. Replace unused curb cuts on Corporate Drive, Meridian Road and East 1st Street with standard
curb, gutter and concrete sidewalk to match existing improvements.
8. Replace any damaged curb, gutter and/or sidewalk on Corporate Drive, Meridian Road and East
1st Street with new curb, gutter and/or concrete sidewalk to match existing improvements.
Segments to be replaced shall be determined by ACHD Construction Services staff. Contact
Construction Services at 387-6280 (with file number) for details.
9. Pave the driveway its full width of 30- to 40 feet and at least 30-feet into the site beyond the
edge of pavement of Meridian Road with 15-foot curb radii.
10. Provide a minimum of 100-feet of stacking distance from the drive-thru window to the public
roadway system.
11. Utility street cuts in pavement less than five years old are not allowed unless approved in
writing by the District. Contact Construction Services at 387-6280 (with file numbers) for
details.
12. Any existing imgation facilities should be relocated outside of the right-of--way.
13. All utility relocation costs associated with improving street frontages abutting the site should be
borne by the developer.
14. Other than the access points specifically approved with this application, direct lot or parcel
access to Corporate Drive, East 1 S` Street and Meridian Road is prohibited.
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Standard Requirements:
1. A request for modification, variance or waiver of any requirement or policy outlined herein
shall be made in writing to the ACHD Planning and Development Supervisor. The request
shall specifically identify each requirement to be reconsidered and include a written explanation
of why such a requirement would result in a substantial hardship or inequity. The written
request shall be submitted to the District no later than 9.00 a.m. on the day scheduled for
ACRD Commission action. Those items shall be rescheduled for discussion with the
Commission on the next available meeting agenda.
Requests submitted to the District after 9:00 a.m. on the day scheduled for Commission action
do not provide sufficient time for District staffto remove the item from the consent agenda and
report to the Commission regarding the requested modification, variance or waiver. Those
items will be acted on by the Commission unless removed from the agenda by the Commission.
2. After ACHD Commission action, any request for reconsideration of the Commission's action
shall be made in writing to the Planning and Development Supervisor within six days of the
action and shall include a minimum fee of $110.00. The request for reconsideration shall
specifically identify each requirement to be reconsidered and include written documentation of
data that was not available to the Commission at the time of its original decision. The request
for reconsideration will be heard by the District Commission at the next regulaz meeting of the
Commission. If the Commission agrees to reconsider the action, the applicant will be notified
of the date and time of the Commission meeting at which the reconsideration will be heard.
3. Payment of applicable road impact fees aze required prior to building construction in
accordance with Ordinance #193, also known as. Ada County Highway District Road Impact
Fee Ordinance.
4. All design and construction shall be in accordance with the Ada County Highway District
Policy Manual, ISPWC Standards and approved supplements, Construction Services
procedures and all applicable ACHD Ordinances unless specifically waived herein. An
engineer registered in the State of Idaho shall prepaze and certify all improvement plans.
5. The applicant shall submit revised plans for staff approval, prior to issuance of building permit
(or other required permits), which incorporates any required design changes.
6. Construction, use and property development shall be in conformance with all applicable
requirements of the Ada County Highway District prior to District approval for occupancy.
7. It is the responsibility of the applicant to verify all existing utilities within the right-of--way.
Existing utilities damaged by the applicant shall be repaired by the applicant at no cost to
ACHD. The applicant shall be required to call DIGLINE (1-800-342-1585) at least two full
business days prior to breaking ground within ACHD right-of--way. The applicant shall contact
ACRD Traffic Operations 387-6190 in the event any ACHD conduits (spaze or filled) are
compromised during any phase of construction.
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8. No change in the terms and conditions of this approval shall be valid unless they are in writing
and signed by the applicant or the applicant's authorized representative and an authorized
representative of the Ada County Highway District. The burden shall be upon the applicant to
obtain written confirmation of any change from the Ada County Highway District.
9. Any change by the applicant in the planned use of the property which is the subject of this
application, shall require the applicant to comply with all rules, regulations, ordinances, plans,
or other regulatory and legal restrictions in force at the time the applicant or its successors in
interest advises the Highway District of its intent to change the planned use of the subject
property unless awaiver/variance of said requirements or other legal relief is granted pursuant
to the law in effect at the time the change in use is sought.
Conclusion of Law:
1. ACHD requirements are intended to assure that the proposed use/development will not place an
undue burden on the existing vehicular and pedestrian transportation system within the vicinity
impacted by the proposed development.
Should you have any questions or comments, please contact the Planning and Development
Division at 387-6170.
Submitted bv:
Planning and Development Staff
Commission Action:
January 2, 2002
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