Lakestone Building CZC 02-043UUvv~~ ~G.l~
• x C(LEGAL DEPARTMENT
MAYOR i"%~ .. (208) 288-2499 • Fax 288-2501
Robert D. Corrie )`'^" ~ '' ~~
care of 1•~~~`~', PARKS & RECREATION
CITY COUNCIL MEMBERS (208 888-3579 • Fax 898-5501
Tammy deWeerd ~YlG1t1.~ yI ~'~ ,',\~~ (208) 8 85 SI00 FOaR887-1297
IDAHO j
William L. M. Nary ~, j BUILDING DEPARTMENT
Cherie McCandless yFcF (~/~ (208) 887-2211 • Fax 887-1297
Keith Bird ~ R°La. TR~IRt._yr~1~ `Ts,NCC PLANNING AND ZONING
190J (208) 884-5533 • Fax 888-G854
CERTIFICATE OF ZONING COMPLIANCE*
Date: September 20. 2002
Owner:
'vim
Address: E. Goldstone Way (address assigned at time of bld~perrrut) -Lot 4, t3lock ~ of the
Silverstone Corporate Center Subdivision No 1 (Preliminary Plat reference numbers)
Proposed Use: 35 353 s.f. Office Buildin (g she11Z- Lakestone Building
Zoning:
Comments:
Scope of Development: The issuance of this Certificate of Zoning Compliance is valid only for the
construction and improvements related to the 35,353 square foot "Lakestone" office building. Project
is subject to all conditions of the Development Agreement (signed with Sundance Investments), the
Conditional Use Permit and Preliminary Plat as approved by City Council.
Approved Plan: The Site Plan (Sheet SP.1), dated 9-17-02 and stamped 9-20-02, is approved as
submitted
Si na e: A separate Planned Sign Program has been approved for the Silverstone Corporate Center.
All future signs must be in compliance with this program.
Landscaping: The Landscape Plan (Sheet L-1, stamped 9-20-02) is approved as shown. The
landscape plan is not to be altered without prior written approval of the Planning & Zoning
Department. No field changes to site plan permitted; prior written approval of all changes required.
Parkin :Off-street parking is approved as shown on Sheet SP-1. Applicant must comply with redline
note to install bicycle racks per Condition #12.9 of the approved C.U.P. All handicap parking,
signage, striping and ramps must be designed and constructed to current ADA standards.
Irri ag tion: An underground, pressurized irrigation system must be installed to all landscape areas.
Occupancy All site improvements must be completed or bonded for (at 110% of the incomplete
amount) prior to P&Z Department signature of Certificate of Occupancy.
33 EAST IDAHO • MERIDIAN, IDAHO 83642
(208) 888-4433 • Fax (208) 387-4813 City Clerk Oftice Fax (208) 888-4218 Human Resources Fax (208) 884-8723
•
Lighting: All new lighting, whether attached to the building or placed within the parking area, shall
not cause glare for or otherwise impact the traveling public or neighboring developments, as
determined by the City.
Bike Rack: A bicycle rack is required to be installed at this building per the requirements of the CUP.
ACHD Acceptance: Applicant shall be responsible for meeting the requirements of ACRD 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 accommodate 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 building permit.
Plan Modifications: 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. City's failure to specifically identify requirements in this Certificate of Zoning
Compliance does not relieve owner of responsibilityfor compliance.
The site plan stamped 09/20/02 are approved with the comments noted above.
~/1~-
David McKinnon
(for Brad Hawkins-Clark, interim
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 shall expire
one (1) year from the date of issuance if work has not begun.
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STATE OF IDAHO )
COUNTY OF ADA )
AFFIDAVIT OF LEGAL INTEREST
I, _Sundance Investments Limited Partnership, 9100 W. Blackeag a Drive_
(name) (address)
being first duly sworn upon
Boise Idaho oath, depose and say:
(city) (state) „
1. That I am the record owner of the property described on the attached, and I grant my
permission to:
_~ornel Larson; Larson Architects, 210 Murray St. Boise Idaho 83714
(name) -(address)
to submit the accompanying application pertaining to that property.
2. I agree to indemnify, defend and hold the City of Meridian and it's employees
harmless from any claim or liability resulting from any dispute as to the statements
contained herein or as to the ownership of the property, which is the subject of the
application.
Dated this 13~h day of ~ entember , 20
SUBSCRIBED AND SWORN to
me the day and year first above written.
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SEP-16-2002 01:24P FROM:Sanitary Services. I 208-888-5052 ~ T0:6580224 P:1~1
I;ARSQN ARCHITECTS, P.A.
210 MCTR.[ZAY STRl;,ET
BOISE, IDAHO 83714
(208) 376-7502
FAX: 658-U224
September 11, 2002
Bill Gregory
SANI'CARY SERVICES CO.
722 W. Franklin Road
Meridian, Idaho $3642
RE: Certificate of Zoiung Compliance - Lalcestune and 25.9K Building in Silventone
Corporate Center
Dour Mr- Gregory:
The City of Meridian Planning and "toning Depf-tttnent requires that we submit a site plan to
your oliice for review and continent prior to ;ubmissiun for a Certificate of Zoning hermit.
f'kase find attached a site plan for two separate buildings in the Siiverstcme Corporate Center.
'The fizT,t is the Lakestone building that will consist ol'a 35,353 s.l: office building and the second
is a 25,9UU s. t: warehouselflex building with accessory office apace.
We would like to submit for the CZC to the City of Meridian next week, if it would work into
your schedule to review the atteched via provide us with the required approval and comments
early next week, it would he greatly appreciated.
Sincerely,
.Larson chitects
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CITY OF MERIDIAN
Planning & Zoning Department
660 E. Watertower Ln., Ste. 202, Meridian, ID 83642 ~ - U dt~j
(208)884-5533 Phone / (208)888-6854 Fax
['FRTIFICATE OF ZONING COMPLLANCE (~'ZCl APPLICATION
(Section 11-19-1, Zoning and Development Ordinance)
PROJECT NAME: . kestone Building - Silverstone Subdivision #1
APPLICANT: S ndance Investments, Limited Partnership or Assign
ADDRESS: 9100 West BlackeaQle Drive, Boise, Idaho 83709
PHONE: _322,7300_ FAX: _322_7307_ E-MAIL: _
OWNER(S) OF RECORD: S ~nda_nce Tnvestmen , T .united P rtnership or Assigns.
ADDRESS: 9100 West Blackeag e Drives oise, Idaho 83709
PHONE: X22-Z~Q4 FAX: 322_7307 E-MAIL:
ARCHITECT (IF DIFFERENT THAN APPLICANT): T .ar. on rc itects, P A Cornel L.a_rsonl.
ADDRESS:_~10 Murraxstreet, Boise,lda_h_o 83714
PHONE: 376_7502 FAX: 658-0224 E-MAIL_lararchs(cr~.mindspri~g.com
ADDRESS, GENERAL LOCATION OF SITE: T.ot 4, Block 8 Silverstone Subdivision #1
DESCRIPTION OF USE: ~~gl S oIy Office/Retail Building.
PRESENT ZONE CLASSIFICATION: C-G
~~i M~a~~"a (h urC Cv~v~~
I,~.rZc ~r~ec~o h , do hereby affum that I will agree to pay any additional sewer, water or trash
fees or charges, if any, associated with the use that Uwe have applied for, whether the use be residential, commercial
or industrial in nature. Furthermore, I have read the information contained herein and certify that the information is
true and correct.
(Applicants Signature) (Date)
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PART 1 -GENERAL
1.1 SUMMARY
SECTION 02811
REV W AP R v„.
LANDSCAPE IRRIGATION BY
~ _p 2 t1 2 02
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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 Speciflications. 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 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.
Silverstone- Meridian 02811/1 SeptemberlOZ
2• Valves, including general-duty, underground,' automatic control, and quick-coupler types,
and valve boxes.
3. Sprinklers.
4. Controls, including controller wiring diagrams.
5. 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. Backflow 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 that 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 equality 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 maybe 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 10 percent of amount of each
type key-operated, control valve installed.
Silverstone- Meridian 02811/2 September /02
Quick-Coupler Hose Swivels: Furnish qu~Rity of units equal to 10 percent of amount 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 oz' 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 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. Refer 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.
Sitverstone-Meridian 02811/3 September /OZ
PVC Pipe: 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.
21/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 psig
(1380 kPa) minimum pressure rating, with plain ends. Class 200 PSI pressure rated
upstream from controls, as noted on the drawings; Class 200 PSI downstream.
D. Pipe and Tube Fittings
1. Refer to 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
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 underground 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-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.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 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.
Silverstone- Meridian 02811/4 September 102
B. ~ol Valve Boxes and Cover: Thermo-plastic v~ 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.
i. 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. Housings: 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 AUTOMATIC CONTROL SYSTEM
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. PT 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.
Silverstone- Meridian 02811/5 September /02
Splicing Materials: Pressure-sensitive, warefproof, 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 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.
G. 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 in it.
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 t/z- 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~j oints.
2. 3 -Inches (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.
Silverstone- Meridian 02811/6 September /02
E. ~es: ASTM D 2241, Class 200, polyvinyl chlond'e (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: Thread 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 threaded.
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 Requirements" 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 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 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. 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: 18 inches.
2. Circuit Piping: 12 inches.
3. Sleeves: 18 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 fittings
1. All mainline piping shall use ductile iron push on type fittings thrusted as required by
manufacturer.
3.8 VALVE APPLICATIONS
A. Drawings indicate valve types to be used.
Silverstone- Meridian 02811/'7 September /02
3.9 VALVE ~ALLATION
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 bamer 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 Dead 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 flutings 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 10 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.
Silverstone- Meridian 02811/8 September /02
C. I~ler'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 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
Silverstone- Meridian 02811/9 September /OZ
/. ~o ~. .,~Sr•
,,,,~~ ~ ~~'~,,. Ada County Highway District
CH
David E_ Wvnko~n_ President 318 East 37th Street
Dave Bivens 1st Vice President Garden City ID 83714-6499
Judy Peavey-Derr, 2nd Vice President Phone (208) 387-6100
Susan S. Eastlake, Commissioner FAX (208) 387-6391
Sherry R. Huber, Commissioner E-mail: tellus@ACHD.ada.id.us
October 2, 2002
TO: Sundance Investments
9100 W. Blackeagle Drive
Boise, Idaho 83709
SUBJECT: MCZC-02-043
Office/Retail Building
Lot 4, Block 8 Silverstone Subdivision # 1
On March 14, 2001, the Ada County Highway District Commissioners acted on Silverstone Corporate
Center. The conditions and requirements also apply to MCZC-02-043.
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/LTtilities
LarsAon Architects
Cornel Larson
210 Murray Street
Boise, Idaho 83714
ADA COUNTY HIGHWAY DISTRICT
Planning and Development Division
Development Application Report
Preliminary Plat -Silverstone Corporate Center s/e/c Overland Road/Eagle Road 15-lots
MPP-0l -001 /MCUP-0l -002/MAZ-O1-001
The application has been referred to ACRD by the City of Meridian for review and comment.
Silverstone is a 15-lot office/commercial subdivision on 78-acres. The applicant is requesting a rezone
from R-1 to C-C/C-G. The site is located at the southeast corner of Overland Road and Eagle Road.
This development is estimated to generate 9,629 additional vehicle trips per day based on the submitted
traffic impact study.
This item is being placed on the regular agenda due to concerns of the applicant regarding stub
streets and driveways, and also concerns from the property owner to the south regarding access
through this site.
This item was amended and approved by the ACHD Commission on November 7, 2001. The
modified staff report allows a public street (stubbing to the east property line) located on Eagle
Road approximately 2,400-feet south of Overland Road
Roads impacted by this development: Overland Road
Eagle Road
Interstate 84
ACHD Commission Date -March 14, 2001 - 6:30 p.m.
REGULAR AGENDA ITEM
Silverstone.cmm
Page 1
• •
Facts and Findings:
A. General Information
Owner - Sundance Investments
Applicant -Larson Architects, Quadrant Consulting
R-1 -Existing zoning (low-density residential)
C-C/C-G -Proposed zoning (general commercial)
78 -Acres
15 -Proposed building lots
1 -Proposed common lots
640 -Total lineal feet of proposed public streets
9,629 -Total vehicle trips per day
285 -Traffic Analysis Zone (TAZ)
West Ada -Impact Fee Service Area
Meridian -Impact Fee Assessment District
Overland Road
Minor arterial with bike lane designation
Traffic count of 13,551 on 11-30-99 (e/o Eagle Road)
Traffic count of 11,422 on 11-30-99 (w/o Eagle Road)
D-Existing Level of Service
Greater than E-Existing plus project build-out Level of Service
1,300-feet of frontage
50-feet existing right-of--way (25-feet from centerline)
54 to 48-feet required right-of--way from centerline
Overland Road is improved with 2-lanes with no curb, gutter or sidewalk abutting the site.
There is a southbound turn lane on Overland Road at the Eagle Road intersection. The
Overland/Eagle Road intersection currently operates at a level of service F.
Eagle Road
Minor arterial with bike lane designation
Traffic count of 19,790 on 11-30-99 (n/o Overland Road)
Traffic count of 7,498 on 2-2-00 (s/o Overland Road)
Traffic count of 44,397 on 10-19-99 (n/o I-84)
C-Existing Level of Service
D-Existing plus project build-out Level of Service
2,600-feet of frontage
50-feet existing right-of--way (25-feet from centerline)
52 to 48-feet required right-of--way from centerline
Silverstone.cmm
Page 2
Abutting the site Eagle Road is improved with two travel lanes, with no curb, gutter or
sidewalk. North of Overland Road Eagle Road widens to 5-lanes. North of I-84 Eagle Road is
under the jurisdiction of ITD.
Interstate 84
Traffic count of
0-feet of frontage
Interstate 84 is three lanes eastbound and three lanes westbound. There is an "ON" and "OFF"
ramp at Eagle Road.
B. The Overland/Eagle Road and Meridian/Overland Road intersections operate at a Level of
Service F (LOS ~, and are listed as one of the 100 most critical intersections in Ada
County. Access control within the operating area of the intersection is vital to the safe
operations of the intersection. The subject site's additional traffic will exacerbate the
traffic problems at these intersections.
C. On March 2, 2001, the staff met 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.
D. A traffic study was submitted for the Silverstone Corporate Center in Meridian, Idaho. The key
findings of the traffic study include the following.
^ The proposed development is projected to generate an average daily traffic (ADT) of 9,629
vehicles per day (vpd), of which the peak hour traffic (PHT) is 1,021 vehicles per hour (vph).
^ At build out, the project will add 6,317 vehicles per day to Eagle Road north of the site, of
these trips 847 will take the westbound I-84 ramp, 2,504 will travel eastbound on I-84, and the
remaining 2,966 will continue to the north. An additional 1,100 vehicles per day will travel
south of the site on Eagle Road. The project will add 1,380 vehicles per day to Overland Road
east of the site and 850 vehicles per day west of the site.
^ The intersection of Eagle Road and Overland Road is currently operating at Level of Service
(LOS) F. It will operate at LOS F under background traffic conditions with or without the site
being developed. This development should be required to participate in improvements to this
intersection to bring it to an acceptable level of service.
^ The intersections of Eagle Road and the eastbound and westbound off-ramps of I-84 will
function at an acceptable level of service with the addition of site traffic. This assumes that the
proposed signal on the eastbound off-ramp is constructed by ITD.
^ The intersection of Eagle Road and Franklin Road will operate at LOS F with or without the
project. Improvements to this intersection will require additional right-of--way and coordination
with other projects. Since the majority of the traffic will be coming from other growth in the
area, widening of this intersection should be considered by the ACHD and ITD.
Silverstone.cmm
Page 3
w ~
^ The intersection of Overland Road and Meridian Road will operate at LOS F under background
traffic conditions and LOS F with the addition of site traffic. Additional lanes are required to
make this intersection operate at an acceptable LOS D. This intersection is within the limits of
a proposed project by ACRD. The site traffic should be included in the planning of the ACRD
improvements project.
^ The intersection of Overland Road and Cloverdale Road will require improvements to operate
at LOS E. This area will probably see development in the coming years. It is recommended
that the project will contribute to the future reconstruction of this intersection.
^ The intersection of Overland Road and Five Mile Road will suffer a small increase in delay due
to project traffic. Other growth will contribute to most of the deterioration of the intersection.
The project should not be required to participate in the reconstruction of this intersection.
^ The intersection of Eagle Road and Victory Road will operate at an acceptable level of service,
LOSE, after the build out of this project.
^ Eagle Road south if the project will operate at an acceptable level of service after build out of
the project. The site should contribute right-of--way for future roadway expansion. Since Eagle
Road is on a section line, it is assumed that the future roadway will be a five-lane road.
^ Eagle Road north of the site will operate at an acceptable level of service after build out of the
project.
^ Overland Road west of Eagle Road will operate at an acceptable level of service for athree-lane
road. A three-lane road is proposed to be built by ACRD on this section of roadway.
^ Overland Road east of Eagle Road will operate at a poor level of service after build out of the
project. The project should be required to dedicate right-of--way for afive-lane future roadway.
In the interim, the project should be required to construct aright-turn lane and alert-turn lane
for the full frontage of the project along Overland Road.
^ The project should be required to construct a signal at the main entrance to the site on Eagle
Road and to the main entrance to the site on Overland Road. Each signal will require alert-turn
lane and aright-turn lane.
E. The applicant is proposing to construct two driveways on Overland Road and one public street
connection. The proposed accesses are located:
• 400-feet east of Eagle Road (western driveway)
• 690-feet east of Eagle Road and 265-feet east of western driveway (middle driveway)
• 1,070-feet east of Eagle Road (public street)
District policy 7204.7.3 states that access points on arterials are based on the following:
• One access point for less than 150-feet of frontage
• Two access points for 150-600-feet of frontage
• Three access points for greater than 600-feet of frontage.
Access points are considered to be both public streets and driveways.
The applicant is proposing to construct three access points on Overland Road in accordance with
District policy. The ACRD Commission approved these three access points on Overland Road.
Silverstone.cmm
Page 4
~ ~
F. The applicant is proposing to construct five driveways on Eagle Road and one public street
connection. The proposed accesses are located:
• 400-feet south of Overland Road (northern driveway)
• 690-feet south of Overland Road and 265-feet south of northern driveway (northern middle
driveway)
• 420-feet south of northern middle driveway (middle driveway)
• 1,590-feet south of Overland Road (public street)
• 410-feet south of public street (southern driveway)
• At the south property line (shared southern driveway)
District policy 7204.7.3 states that access points on arterials are based on the following:
• One access point for less than 150-feet of frontage
:• Two access points for 150-600-feet of frontage
• Three access points for greater than 600-feet of frontage.
Access points are considered to be both public streets and driveways.
The applicant initially proposed to construct six access points on Eagle Road. District policy
allows three access points. On November 7, 2001, the Commission allowed Silverstone
Corporate Center to construct four access points on Eagle Road due to the fact that
The ACRD Commission approved four access points on Eagle Road with this application.
• A driveway located on Eagle Road approximately 440-feet south of Overland Road
is approved with this application.
• A driveway located on Eagle Road approximately 1,150-feet south of Overland
Road is approved with this application.
• A public street (spine road) located on Eagle Road approximately 1,700-feet south
of Overland Road is approved with this application.
• A public street (stubbing to the east property line) located on Eagle Road
approximately 2,400-feet south of Overland Road is approved with this application.
G. The applicant is proposing to construct a spine road through the site with connections at
Overland Road and Eagle Road. Due to the volumes of traffic this development is expected to
generate, the applicant should construct this roadway as a 46-foot street section with curbs,
gutters and sidewalks. If the applicant constructs attached sidewalks, the sidewalk should be
constructed 7-feet wide, and the street should be constructed within 64-feet ofright-of--way. If
the applicant constructs detached sidewalks, the sidewalk should be constructed 5-feet wide, and
the street should be constructed within 70-feet ofright-of--way. Parking should be restricted on
the proposed street, and the applicant should submit a signage plan prior to final plat approval.
H. The applicant's site plan indicates a traffic signal on Overland Road at the intersection with the
proposed public street, located approximately'/4-mile east of Eagle Road, and one on Eagle Road
located approximately 1/3-mile south of Overland Road. It is not clear from the applicant's
proposal if the intent is for the traffic signals to be constructed with the project, or if they are
Silverstone.cmm
Page 5
~ ~
shown on the plan as "future". According to the submitted traffic study, at full build-out, the
project should be required to construct the signals, and the necessary site improvements
associated with the signals: left-turn lanes and right-turn lanes.
Based on ACRD Commission action, traffic signals cannot be installed at these intersections
until there is a warrant. The applicant's traffic engineer should work with ACRD Traffic
Services staff to determine when the warrant is met, or is close to being met. The developer
should be financially responsible for the cost of one-half of the signal. If the properties across
from this subdivision have not been developed prior to the signal warrant, the applicant of this
site shall fund 100% of the cost of the signals. At the time that those properties develop, a road
trust will be acquired and this applicant shall be reimbursed for one half of the cost of the signal.
This applicant should enter into a written agreement with the District for these two traffic signals.
I. The applicant should be required to construct center turn lanes on Overland Road and Eagle
Road for the proposed public street intersections and for full access driveways. The roadways
are currently only 2-lanes in width, and the submitted traffic study determined that these lanes
should be required.
J. The applicant is proposing to construct islands at the main entrances to the proposed spine roads.
The islands may interfere with turning movements at the signals. The applicant should
coordinate the intersection designs with District Traffic Services staff.
K. Driveways on the proposed spine road should be located a minimum distance of 175-feet from
Eagle Road and Overland Road, and should align or offset a minimum of 125-feet from any
proposed driveways. The site plan shows driveways on the proposed street located within 25-
feet of other proposed driveways, and some of the driveways are constructed with medians: such
a configuration is confusing to the motorist. The applicant should revise the site plan and
relocate driveways in accordance with district policy.
L. The applicant is proposing to construct a large island in the middle of the spine road, with
driveways on both sides. The driveways are located so that motorists could make unsafe left
turns from the driveways. The applicant should either: construct the island as a true roundabout;
eliminate the driveways; or eliminate the island.
M. 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.
N. Irrigation facilities should be relocated outside of the new right-of--way on Overland Road and
Eagle Road.
O. All utility relocation costs associated with improving street frontages abutting the site should be
borne by the developer.
Silverstone.cmm
Page 6
P. In accordance with District policy, the applicant should be required to construct a 5-foot wide
concrete sidewalk on Overland Road abutting the entire site. Coordinate the location and
elevation of the sidewalk with District staff.
Q. In accordance with District policy, the applicant should be required to construct a 5-foot wide
concrete sidewalk on Eagle Road abutting the entire site. Coordinate the location and elevation
of the sidewalk with District staff.
R. Any proposed landscape islands/medians within the public right-of--way dedicated by this plat
should be owned and maintained by Silverstone owners. Notes of this should be required on the
final plat.
S. The fourth access point (a public street (stubbing to the east property line] located on Eagle Road
approximately 2,400-feet south of Overland) was granted due to the fact that the applicant could
prove that this was an extraordinary circumstance. The Silverstone Corporate Center did not
anticipate ownership of the newly acquired parcel. They will be placing the access point (a
public street) in a safer location and the applicant will not be requesting direct access to Eagle
Road when a formal application is filed for the newly acquired parcel with the City of Meridian
or the District.
T. In order to reduce trips to and from this development it is recommended that Tenants occupying
the proposed building be required to provide an Alternative Transportation Program for
employees and provide an annual report to ACRD on employee participation. Commuteride
staff will coordinate the Alternative Transportation Program with the applicant. For more
information contact Pat Nelson at 387-6160.
U. In order to reduce trips to and from this development, it is recommended that the tenants
occupying the proposed building(s) be required to participate in any Transportation Management
Association (TMA) or Transportation Management Organization (TMO) that is formed with a
boundary that includes this site or is adjacent to this development.
V. A Transportation Management Association (TMA) or Transportation Management Organization
(TMO) is formed with a coordinator that works as a liaison between businesses and private and
public transportation providers to increase the use of alternative transportation and other trip
reduction measures (shuttle buses, bus pass programs, vanpools, carpools, bicycle and walking
enhancements).
An annual survey will be required of the TMA/TMO to monitor participation in alternative
transportation programs and forwarded to the ACHD Commuteride Office.
W. Based on development patterns in this area and the resulting traffic generation, staff
anticipates that the transportation system will not be adequate to accommodate additional
traffic generated by this proposed development at accepted levels of service with out
modifications to Eagle Road and Overland Road, and the intersection.
Silverstone.cmm
Page 7
Special Recommendation to ITD:
1. According to the submitted traffic study, the proposed development is projected to generate an
average daily traffic (ADT) of 9,629 vehicles per day (vpd), of which the peak hour traffic
(PHT) is 1,021 vehicles per hour (vph). At build out, the project will add 6,317 vehicles per
day to Eagle Road north of the site, of these trips 847 will take the westbound I-84 ramp, 2,504
will travel eastbound on I-84, and the remaining 2,966 will continue to the north.
Special Recommendation to City of Meridian:
1. In order to reduce trips to and from this development it is recommended that tenants occupying
the proposed building be required to provide an Alternative Transportation Program for
employees and provide an annual report to ACHD on employee participation. Commuteride
staff will coordinate the Alternative Transportation Program with the applicant. For more
information contact Ms. Pat Nelson at 387-6160.
2. In order to reduce trips to and from this development, the tenants occupying the proposed
building(s) should be required to participate in any Transportation Management Association
(TMA) or Transportation Management Organization (TMO) that is formed with a boundary
that includes this site or is adjacent to this development.
3. The Overland/Eagle Road and Meridian/Overland Road intersections operate at a Level of
Service F (LOS F), and are listed as one of the 100 most critical intersections in Ada County.
Access control within the operating area of the intersection is vital to the safe operations of the
intersection. The subject site's additional traffic will exacerbate the traffic problems at these
intersections.
4. Based on development patterns in this area and the resulting traffic generation, staff anticipates
that the transportation system will not be adequate to accommodate additional traffic generated
by this proposed development at accepted levels of service with out modifications to Eagle
Road and Overland Road, and the intersection.
The following Site Specific Requirements and Standard Requirements must be met or provided
for prior to ACHD approval of the final plat:
Site Specific Requirements:
Dedicate 54 to 48-feet ofright-of--way from the centerline of Overland 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 ACHD right-of--way.
Silverstone.cmm
Page 8
2. Dedicate 52 to 48-feet ofright-of--way from the centerline of Eagle 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.
3. The following access points on Overland Road are approved with this application:
• 400-feet east of Eagle Road (western driveway)
• 690-feet east of Eagle Road and 265-feet east of western driveway (middle driveway)
• 1,070-feet east of Eagle Road (public street)
4. The following access points on Eagle Road are approved with this application:
• A driveway located on Eagle Road approximately 440-feet south of Overland Road
is approved with this application.
• A driveway located on Eagle Road approximately 1,150-feet south of Overland
Road is approved with this application.
• A public street (spine road) located on Eagle Road approximately 1,700-feet south
of Overland Road is approved with this application.
• A public street (stubbing to the east property line) located on Eagle Road
approximately 2,400-feet south of Overland Road is approved with this application.
5. Construct a spine road through the site with connections at Overland Road and Eagle Road,
located as proposed. Construct the roadway as a 46-foot street section with curbs, gutters and
sidewalks. If the applicant constructs attached sidewalks, the sidewalk shall be constructed 7-
feet wide, and the street shall be constructed within 64-feet ofright-of--way. If the applicant
constructs detached sidewalks, the sidewalk shall be constructed 5-feet wide, and the street
shall be constructed within 70-feet ofright-of--way. Parking shall be restricted on the proposed
street, and the applicant shall submit a signage plan prior to final plat approval.
6. This applicant should enter into a written agreement with the District for the construction,
timing and funding of the two proposed traffic signals: one on Overland Road located at the
quarter-mile, and one on Eagle Road at approximately the half-mile.
Traffic signals cannot be installed at these intersections until there is a warrant. The applicant's
traffic engineer should work with ACRD Traffic Services staff to determine when the warrant
is met, or is close to being met. The developer shall be financially responsible for the cost of
one-half of the signal. If the properties across from this subdivision have not been developed
prior to the signal warrant, the applicant of this site shall fund 100% of the cost of the signals.
At the time that those properties across the street develop, a road trust will be acquired and this
applicant shall be reimbursed for one half of the cost of the signal.
7. Construct center turn lanes on Overland Road and Eagle Road for the proposed public street
intersections and for full access driveways.
Silverstone.cmm
Page 9
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8. The applicant shall coordinate the intersection designs with District Traffic Services staff.
9. Driveways on the proposed spine road shall be located a minimum distance of 175-feet from
Eagle Road and Overland Road, and shall align or offset a minimum of 125-feet from any
proposed driveways.
10. The applicant is proposing to construct a large island in the middle of the spine road, with
driveways on both sides. The applicant shall: construct the island as a true roundabout;
eliminate the driveways; or eliminate the island.
11. Construct a public roadway on Eagle Road approximately 2,400 feet south of Overland Road,
as proposed. This roadway should be construct as a locaUcommercial street with a 40-foot
street section within 58-feet ofright-of--way. Provide a paved temporary turnaround at the east
end of the stub with a temporary easement provided to the District. The applicant should be
required to install a sign at the terminus of the roadway stating that, "THIS ROAD WILL BE
EXTENDED IN THE FUTURE". Coordinate the sign plan for the stub street, and the design
of the turnaround with District staff."
12. 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.
13. Irrigation facilities shall be relocated outside of the new right-of--way on Overland Road and
Eagle Road.
14. All utility relocation costs associated with improving street frontages abutting the site shall be
borne by the developer.
15. Construct a 5-foot wide concrete sidewalk on Overland Road abutting the entire site.
Coordinate the location and elevation of the sidewalk with District staff.
16. Construct a 5-foot wide concrete sidewalk on Eagle Road abutting the entire site. Coordinate
the location and elevation of the sidewalk with District staff.
17. Any proposed landscape islands/medians within the public right-of--way dedicated by this plat
shall owned and maintained by Silverstone owners. Notes of this shall be required on the final
plat.
18. Other than the access points specifically approved with this application, direct lot or parcel
access to Overland Road and Eagle Road is prohibited. Lot access restrictions, as required with
this application, shall be stated on the final plat.
Silverstone.cmm
Page 10
•
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
ACHD 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 staff to 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 regular 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 are 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 prepare 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
ACHD Traffic Operations 387-6190 in the event any ACHD conduits (spare or filled) are
compromised during any phase of construction.
Silverstone.cmm
Page 11
~ ~
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 by:
Commission Action:
Planning and Development Staff March 14, 2001
Silverstone.cmm
Page 12
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Larson Arc hits c ts, 1~.A. LETTEF~ ~F - TRAtVStV1tTTAL
Architecture and Real Estate Planning.
210 Murray Street
Botise, Idaho 83714 -
(208) 376-7502
FAX: (208) 658-0224
T0: 1~}.~y'rdian PLa~nhinc, ~ zon~rZg
a~4~n: 1~au~~. ~~k• irlYlun
DATE: ~ . Q(Q . Q Q /OB. N0.
ATTENTION: I
RE. ~,a~ES~he
Si (ye,~ C~~•
WE ARE SENDING YO U
^ Shop- Drawings X^ Prints ^ Under separate cover via the following items:
^ Copy of Letter ~ Attached ^ PLANS ^ Samples ^ Specifications
^ Change Order n
COPIES DATE N0. DESCRIPTION
~..ea,• ~evi~d L I _ ,c.l~ Yrasl~ ~~c~t~,uvc Qve •
THESE ARE TRANSMITTED as checked below:
^ for your approval ^ approved as submitted ^ resubmit- copies for approval
forryour use ^ approved as noted ^ submit copies for distribution
^ as requested ^ returned for correction ^ return corrected prints
^ for your review and comment
^ for bids due 200 ^ PRINTS RETURNED TO US AFTER LOAN TO US
REMARKS
COPS' TO - 4~
SIGNED: ~~~,
if enclosure are. not nosed, please nottij'y ue at once
E,SEP_23 cODc~~10 09A~g_LARSOM ARCHITECTS
ACHA If~G N0.417 P.rAGE Bl
.~ .,I~ ` ~'~+~. n. Iii hway District
Ada Coin ty g
David E. Wynkoop, PresidBnk Garden Gty ID 83714-f499
Dave~Biverys,laf rte President phone (ZD6) 367.6;00
Judy'f?~eavey-Derr. and Yce President FAX (206) 397394
Susan 5. Eastlake, Commissioner E-mail: tellus .id.iJs
.~__. d L1..M..r /~w-nY.A~ClIhflPl
'Sep~y7lbef 2(1, F+~~Z
Casson Atclsitects
Attn: C.oxriel Larson
21011durtay St
Boise, Idaho 837X4
~: 11i~5Pg-12-Ox /Eagle end Or-erlapd ~ vezatone Corporate Centeyr I I,alkestone Baild!>o~
s _ AC
Tkte District h~ reviewed t}~e plans for tk~o above =eferenoed project and they ate aoceplbed for public sfxeet
consyalvction. By slautpizag altd signimg the improvement playas, the Registered Paig'iltteet ensures file District that the
plena co~olm to aA District policies and standards. Vaz~iascos ox wets must bo spec~lfxcallY ~ >~~7
appzeve~d by the District ixy vir~trng. Acceptance of the iraprovetaemt plains by the Disffict does nut relie"'e tYae
Registered Engineer of theso responsibilities. The District wrill assess the following impact flee foz this praject. The
i~apact fee must be~paid prior to issuance of a building wit.
Tool Impact Fa :Due: $96,68X.00
Effective' July 1, 200x, the Ada County Highway District apte>sded its develop~naestt impact.fee ordbaeace, is
accsrdsuice with House Bill ~To. 60'1. As a fee payes', yon may be entRded to aA sddttdoasal, credit an your
impytct fee asseseanent and a cvxarespoadiurg redv,ctian im the impact fee %ty:el£ Applic~tlo~ i'or this ~redttaonuy:t
be ,'tasde at ffie ACRD o$ieea.
5taudard. Regairements;
1,. ~ The Distrie~ requires a set of stano~ped canstructiora plans filet are aig~aed, dated, and gpproved by' the
Disyriet to be located on spite at all times for inspectiozl atld nfexence purposes.
2. Utility street cuts in sew pavement le ss toss five years old eta not Mowed umless approved in vrritizlg
by the District.
3. All regWired street xmptoveaaeats s'ts11 be completed and inspected by Diatnet staff prior yb receiving
occupancy. Vgrian~ces sad waivers to tins xequircrneat must be specifically ayxd previously apQroved by
the Distr~lct in writing-
4. All irrigation facilities trust be located outside the public right-of-war ~mless otiise appmeved. by
the 1)iBtCic't ly1 writlag. '
5. ~ Replaze ~ dexn~aged or broken sidewalk, curb, and gutter with new cwrb, gaffe;', and gideWB~,to
rnateb, existing izripio~vetaents. .
6, iteplaee say eracload ox dstziaged sidewalk, curb, or gutter resulting froum eonstnuetioa activity.:.
~_ All facilities to be constructed with a proposed development, aud;o be oa-sed and maiuraixxed by the'
~SEP_23_20022~10:10AM20a_LARSON ARCHITECTS A~ P~I~ N0.417 P.6~GE B2
District, must be constructed accozding to the latest edition of I.S.P.W.C. and the Aistdct°s
Supplemental, Standard Specifications.
8_ If appiacable, subp~it to Idaho Dcpartm~ent of Water Resauaces a Shallow ]'njeciion Well -Notice of
Construction /Inventory Form at least thirty days ptioc to ca~o~,strvotaon of the facility. ~e District will
require a copy of the completed Form prior to grantiztg of fine! occupancy.
9. AIIy wor1~ iaa t1~e public right-of~vay xequises a penrlxt ~n ACfID Cettsauction Services.
10. An enginoec registered in the Starve of Idaho sha11 prepare and certify all irnprovem~eAS plans.
if you have any questions or concerns, please feel free to colritnet me at 387-618a .
Sxmcerely,
~~~
Scott ~udel
Developtreeat Review Divaisioa
CCC SundaaCC Investments I.l~'.
9100 VP Blackea~le Dr
Boise, Il~ $3709
SEP 23.2002 ~~']j,10~10A .CARSON ARCHITECTS
eJr iJ( ILV VG ~4. ~.JJ 8~JW t Wr1~J
ACHD PIING
N0.417 P~7~ 83
~'"'~~'" Ada County Highway District
C1ave givens, 1st V[c~ Presid®nk
Judy Peavey-Den•, 2nd Vlee Pteslderrt
Susan S. F~sfiak®, Commissioner
Sherry R, Huber, Cornrnissioner
Garden City ID 83714.6499
Phone (208) 387$100
FAX (208) 387391
Gam: t011us®ACHD.eda.id.us
September 20,
MSPR-12-02 /Eagle and Overla~,d 8 Sily~stone Corporate Centel ! Laksstone BuildiAg
YNIPA.CT k'EE CALCULATION
Building 1~-pe Cost per Unit
(per 1,000 SF) Area {S~
~ ~
I Iota1 Cost
Gen~'alOffic® $2,169.00 35,353 $76,681,00
Total Impact P'ee Due:
576,681.00 ~
I