Hastings Sub No. 2 SHP
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RECEIVED
MAY 2 6 2006
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MAYOR
Tammy de Weerd
CITY COUNCIL MEMBERS
Keith Bird
Charles M. Rountree
Shaun Wardle
Christine Donnell
CITY DEPARTMENTS
Fire
540 E. Franklin Road
888~ 1234 / fax 895-0390
Parks & Recreation
11 W. Bower Street
888-3579 / fax 888-6854
Planning & Zoning
660 E, Watertower Lane
Suite 202
884-5533 / fax 888-6854
Police
1401 E. Watertower Lane
888-6678 / fax 846-7366
Public Works
660 E. Watertower Lane
Suite 200
898-5500 / fax 895-9551
- Building
660 E. Watertower Lane
Suite 150
887-2211 / fax 887-1297
- Wastewater
3401 N. Ten Mile Road
888-2191 / fax 884-0744
- Water
2235 N. W. 8th Street
888-5242/ fax 884-1159
IDAHO
City Of Meridian
City Clerk Office
April 19,2006
Mr. Gene Smith
Engineering Northwest
423 N. Ancestor Plaee, Ste. 180
Boise, ID 83704
RE:
Short Plat for Hastings Subdivision No.2
Dear Mr. Smith:
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Per the findings of the attached Staff report for Hastings Subdivision No.2, I am
granting approval of the short plat for thís project.
The short plat shall become null and void if the applicant fails to record the plat
within one year of the approval date of this letter per Unified Development Code
(UDC) 11-6B- 7 A. An extension oftime may be approved if needed under the
provisions stated in UDC 11-6B- 7c.
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The applicant, Director, or a party of record may appeal this decision or a condition,..-..
of approval by requesting City Council review of this decision. All requests shall be
filed in writing with the Planning Department within fifteen (15) days of the date of
this letter and comply with the provisions ofUDC 11-5A-6B.
Please note that approval of this plat is contingent upon City Council approval of the
rezone of the property to the L-O zoning district. Building pennits will not be issued
for any lots within this subdivision nor will the plat be signed by the City Engineer
, until the rezone has been approved by City Council.
If you should have any questions regarding this matter, please don't hesitate to call
Sonya Watters at 884-5533.
Sincer 1 ,
Anna Borchers Canning, AI P
Planning Director
cc: Ada County Highway District
CITY HALL 33 EAST IDAHO AVENUE MERIDIAN, IDAHO 83642 (208) 888-4433
CITY CLERK "7" FAX 888-4218 CITY ATTORNEY lHR -- FAX 884-8723 FINANCE & UTILITY BILLING - FAX 887-4813 MAYOR'S OFFICE - FAX 884-8119
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CITY OF MERIDIAN PLANNING AND PUBLIC WORKS DEPARTMENTS STAFF REPORT
TO:
Anna Canning, Planning Director
Sonya Watters, Assistant City Planner ~
Michael Cole, Development Services Coordinator jY\ c..
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STAFF REPORT:
FROM:
DATE:
April 19, 2006
SUBJECT:
Hastings Subdivision No.2
Request for Short Plat Approval of Hastings Subdivision No.2 Consisting of 4
Commercial Office Building Lots on 1.57 Acres in a proposed L-O Zone by Monterey,
LLC (File# SHP-06-002)
We have reviewed this submittal and offer the following comments, as conditions of the applicant. These
conditions shall be considered in full, unless expressly modified or deleted by motion of the Meridian
City Council:
APPLICATION SUMMARY & LOCATION
The applicant, Monterey, LLC, has applied for short plat approval of 4 commercial office building lots on
1.57 acres in a proposed L-O zone for Hastings Subdivision No.2.
Hastings Subdivision is located at 2340 W. Everest Lane, in the NE y.¡ of Se«tion 26, T.4N., RIW. TIlls
is are-subdivision of Lot 46, Block 49 of Lochsa Falls Subdivision No. 12.
The subject property meets all of the applicability requirements as stated in UDC 11-6B-5A and is
eligible to be processed as a short plat.
Staff recommends approval of Hastings Subdivision No.2 with the comments and conditions stated in
this report.
REQUIRED FINDINGS FROM UDC 11-6B-6
In consideration of a short plat, the decision-making body shall make the following findings:
A.
The plat is in conformance with the Comprehensive Plan;
The Comprehensive Plan designates the future land use of this property as mixed use community.
The current zoning district of the proposed, subdivision is L-O (Limited Office District). The
proposed subdivision plat complies with the Comprehensive Plan.
B.
Public services are available or can be made available and are adequate to accommodate
the proposed development;
, Staff finds that public services are available to accommodate the proposed development. Water
and sewer services are proposed to be extended into each lot from adjacent streets. Fire, police,
solid waste and irrigation services are all adequate. The adjacent public roadways have been
completed to the required design and approach standards.
SHP~O6-002 Hastings Sub2 SHP.doc
PAGE 1
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CITY OF MERIDIAN PLANNING AND PUBLIC WORKS DEPARTMENTS STAFF REPORT
c.
The plat is in conformance with scheduled public improvements in accord with the City's
capital improvements program; .
Staff finds that the subdivision will not require the expenditure of capital improvement funds, All
sewer and water extension for this area were planned to be developer driven. All required
utilities are either in place or will be the responsibility of the developer.
D.
There is public fmandal capability of supporting services for the proposed development;
Staff finds that the development will not require major expenditures for providing supporting
services. The developer and/or future lot owners will finance the extension of sewer, water,
utilities and pressurized irrigation to serve the project. The primary public costs to serve the
future tenets will be fire and police services.
E.
The development will not be detrimental to the public health, safety or general welfare; and
Staff recognizes the fact that traffic and noise will increase with the approval of this subdivision;
however, staff does not believe that the amount generated will be detrimental to the general
welfare of the public in the surrounding area. Staff finds that the development of this site will not
involve uses that will create nuisances that would be detrimental to the public health, safety or
general welfare.
F.
The development preserves significant natural, scenic or historic features.
Staff is not aware of any significant natura!, scenic or historic features associated with the
development of this site that the Director and City Engineer should be aware of
PLANNING & PUBLIC WORKS DEPARTMENT - SITE SPECIFIC CONDITIONS
1.
Approval of this short plat is contingent upon City Council approval of the request for rezone of
the property to the L-O zoning district. Building pennits will not be issued for any lots within this
subdivision nor will the plat be signed by the City Engineer until the rezone has been approved by
City Council.
2.
Proceeding through the construction phase of this project prior to rezone approval by the City
Council is strictly the risk of the applicant. The applicant shall be responsible for any changes
that may be mandated by City Council that would require changes in already installed facilities.
3.
Water service to this site shall be via main line extensions from existing mains in W. Everest
Lane. Applicant shall coordinate main sizing and TOUting with City of Meridian Public Works
Department. Applicant shall execute City of Meridian standard fonns of easements, for any mains
that are required to provide service.
4.
Sanitary sewer service to this site will be via main line extensions of an existing main in W.
Everest Lane. The applicant shall coordinate main sizing and routing with City of Meridian
Public Works Department. Minimum cover over sewer mains is three feet. If cover from the top
of pipe to the sub-grade is less than three feet than alternate pipe materials shall be used per City
of Meridiàn standard specifications. Applicant shall execute City of Meridian standard fonns of
easemen~, for any mains that are required to provide service.
5.
Provide a 20' easement for all public water/sewer main outside of public right of way (include all
water services and hydrants). The easement shall be supplied prior to signature on the final plat.
SHP~O6-O02 Hastings Sub2 SlIP.doc
PAGE 2
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7,
8.
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CITY OF MERIDIAN PLANNING AND PUBLIC WORKS DEPARTMENTS STAFF REPORT
6.
Either graphically depict the sewer and water easements on the face of the plat OR include the
instrument number of the recorded document.
As each lot develops a drainage plan designed by a State ofIdaho licensed architect or engineer is
required and shall be submitted to the City Engineer (Ord. 557, 10-1-91) for all off-street parking
areas. Storm water treatment and disposal shall be designed in accordance with Department of
Environmental Quality 1997 publication Catalog of Stonn Water Best Management Practices for
Idaho Cities and Counties and City of Meridian standards and policies. Off-site disposal into a
surface water is prohibited unless the jurisdiction which has authority over the receiving stream
provides written authorization prior to development plan approval. The applicant is responsible
for filing an necessary applications with the Idaho Department of Water Resources regarding
Shallow Injection Wells.
Revise the "PLAT SHOWING" portion of the plat to read "SHORT PLAT SHOWING".
Provide a 10-foot wide landscape street buffer easement on the plat for Lot 3 adjacent to W.
Everest Lane.
10.
Temporary construction fencing to contain debris shall be installed around the perimeter of the
subdivision prior to release of building permits.
11.
Underground year-round pressurized irrigation must be provided to all lots within this
development. The applicant has indicated Settlers Irrigation District will own and operate this
pressurized irrigation ~ystem. Therefore a letter of plan approval shall be submitted prior to
scheduling of a pre-construction -meeting.
12.
The City of Meridian requires that pressurized irrigation systems be supplied by a year-round
source of water (UDC 11-3B-6-D). The applicant should be required to use any existing surface
or well water for the primary source. If a surface or well source is not available, a single-point
connection to the culinary water system shall be required. If a single-point connection is utilized,
the developer will be responSible for the payment of assessments for the common areas prior to
signature on the final plat by the City Engineer.
13.
On the signature sheet, revise the heading for the City Clerk's signature portion to read "Meridian
Planning Director" instead of "Meridian City Council" and correct the text accordingly.
14.
A minimum 5-foot wide sidewalk shall be provided along the north side of W. Everest Lane on
Lots 3 &4.
15.
The landscape plan, prepared by Habitec and dated 3/10/06, is approved as submitted.
16.
Revise or add the following note(s) on the face of the plat dated 3/10/06, prepared by Engineering
Northwest, LLC, prior to signature on the plat by the City Engineer:
(6.) Complete the recorded instrument number for the cross access easement,
(*.) Add note regarding who will maintain the landscaping (the property owner or business
owners association) within the buffer easement along W. Everest Lane.
11.
Complete the Certificate of Owners, sheet 2 of the plat.
12.
Comply with all conditions of Ada County Highway District as they relate to this short plat.
. SHP-Q6-002 Hastings Sub2 SHP.doc
PAGE 3
9.
12.
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CITY OF MERIDIAN PLANNING AND PUBLIC WORKS DEPARTMENTS STAFF REPORT
13.
Staff s failure to cite specific ordinance provisions of the Unified Development Code does not
relieve the applicant of responsibility for compliance.
GENERAL CONDITIONS
L
All irrigation ditches, laterals or canals, exclusive of natural waterways, intersecting, crossing or
lying adjacent and contiguous to the area being subdivided shall be tiled per City Ordinance 12-4-
13. Plans will need to be approved by the appropriate irrigation/drainage district, or lateral users
association (ditch owners), with written approval or non-approval submitted to the Public Works
Department. If lateral users association approval can't be obtained, alternative plans will be
reviewed and approved by the meridian City Engineer prior to final plat signature.
2.
A letter of credit or cash surety in the amount of 110% shall be required for all uncompleted
fencing, landscaping, amenities, pressurized irrigation, etc., prior to signature on the final plat.
3.
All development improvements, including but not linrited to water, sewer, fencing, micro-paths,
pressurized irrigation and landscaping shall be installed and approved prior to obtaining
certificates of occupancy.
4.
A written certificate of completion shall be prepared by the landscape architect, landscape
designer or qualified nurseryman responsible for the landscape plan upon completion of the
landscape installation. The Certificate of Completion shall verify that all landscape
improvements, including plant materials and sprinkler installation, are in substantial compliance
with the approved landscape plan.
5.
Applicant shall be required to pay Public Works development plan review, and construction
inspection fees, as determined during the plan review process, prior to signature on the final plat
per Resolution 02-374.
6.
Any existing domestic wells and/or septic systems within this project will have to be removed
from their domestic service per City Ordinance Section 9-1-4 and 9-4-8. Wells may be used for
non-domestic purposes such as landscape irrigation. .
7.
Compaction test results must be submitted to the Meridian Building Department for all building
pads receiving engineered backfill, where footing would sit atop fill material.
8.
Applicant shall be responsible for application and compliance with any Section 404 Pennitting
that may be required by the Army Corps of Engineers.
Applicant shall be responsible for application and compliance with and NPDES Permitting that
may be required by the Environmental Protection Agency.
10.
Plat approval shall be subject to the expiration provisions set forth in UDC 11-6B- 7.
11.
All development features shall comply with the Americans with Disabilities Act and the Fair
Housing Act.
Any tree over 4" in caliper that is .removed from the property shall be replaced by installing
additional trees, being the equivalent number of caliper inches of trees that were removed.
Required landscaping trees will not be considered as replacement trees for those trees that have to
be removed.
SBP-06-002 Hastings Sub2 SHP.doc
PAGE 4
CITY OF MERIDIAN PLANNING AND PUBLIC WORKS DEPARTMENTS STAFF REPORT
FIRE DEPARTMENT COMMENTS
1.
Acceptance of the water supply for fire protection will be by the Meridian Fire Department and water
quality by the Meridian Water Department for bacteria testing.
2.
Final Approval of the fire hydrant locations shall be by the Meridian Fire Department.
a. Fire Hydrants shall have the 4 }S" outlet face the main street or parking lot aisle.
b. The Fire hydrant shall not face a street which does not have addresses on it.
c. Fire hydrant markers shall be provided per Public Works specifications.
d. Fire Hydrants shall be placed on comers when spacing pennits.
e. Fire hydrants shall not have any vertical obstructions to outlets within 10'.
f. Fire hydrants shall be place 18" above finish grade.
g. Fire hydrants shall be provided to meet the requirements of the IFC Section 509.5.
h. Show all proposed or existing hydrants for all new construction or additions to existing
buildings within 1,000 feet of the project.
3.
The phasing plan may require that any roadway greater than 150 feet in length that is not
provided with an outlet shall be required to have an approved turn around.
4.
All common driveways shall be straight or have a turning radius of 28' inside and 48' outside and
sha11 have a clear driving surface which is 20' wide.
5.
Operational fire hydrants, temporary or permanent street signs and access roads with an all weather
surfàce are reqUired before combustible construction is brought on site.
6.
Commercial and office occupancies will require a fire-flow consistent with the International Fire
Code to service the proposed project. Fire hydrants shall be placed per Appendix D.
7.
The 4 office/commercial lots lot will have an unknown transient population and will have an
unknown impact on Meridian Fire Department call volumes. The Meridian Fire Department has
experienced 2612 responses in the year 2004. According to a report completed by Fire & Emergency
Services Consulting Group our requests for service are projected to reach 2800 in the year 2005 and
3800 by the year 2010.
8.
:M~inta:in a separation of 5' from the building to the dumpster enclosure.
9.
Provide a Knox box entry system for the complex prior to occupancy.
10.
The applicant shall work with Planning Department staff to provide an address identification plan
and a sign which meets the requirements of the City of Meridian sign ordinance at the required
intersection(s).
11.
All aspects of the building systems (including exiting systems), processes & storage practices shall
be required to comply with the International Fire Code.
AU portions of the buildings located on this project must be within 150' of a paved surface as
measured around the perimeter of the building.
12.
13.
Provide exterior egress lighting as required by the International Building & Fire Codes.
14.
Where a portion of the facility or building hereafter constructed or moved into or within the
jurisdiction is more than 400 feet (122 m) from a hydrant on a fire apparatus access road, as
measured by an approved route around the exterior of the facility or building, on-site fire hydrants
SHP-O6-002 Hastings Sub2 SHP.doc
PAGE 5
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CITY OF MERIDIAN PLANNING AND PUBLIC WORKS DEPARTMENTS STAFF REPORT
and mains shall be provided where required by the code official. For buildings equipped throughout
with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 or
903.3.1.2 the distance requirement shall be 600 feet (183).
a.
b.
For Group R-3 and Group U occupancies, the distance requirement shall be 600 feet (183 m).
For buildings equipped throughout with an approved automatic sprinkler system installed in
accordance with Section 903.3.1.1 or 903.3.1.2, the distance requirement shall be 600 feet
(183 m). '
15.
Buildings or fucilities exceeding 30 feet (9144 mm) or three stories in height shall have at least three
means of fire apparatus access for each structure. (Remoteness Required)
STAFF RECOMMENDATION
Staff recommends approval of the short plat for Hastings Subdivision No.2 (SHP-06-002) with the above
stated comments and conditions.
SHP-O6-O02 Hastings Sub2 SHP.doc
PAGE 6
Applicant Information
Applicant name: itJn~~~rp.~1 !.-L-L. Phone: sJ,l-SL)ID
Applicant address: rO;>'~1 /.J 5+ 6rr-.ertl.ld, Sult;<. !DD, ~~4ê= IDzip: g3ïD4
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0 Optioned 0 Other
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oU'eridian . -"\
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Type of Review Requested (check all that apply)
0 Accessory Use
0 Alternative Compliance
0 Certificate of Zoning Compliance
0 Conditional Use Pennit Minor Modification
0 Design Review
0 'property Boundary Adjustment
~Short Plat
0 Temporary Use Certificate of Zoning Compliance
0 Time Extension (Director)
0 Vacation
0 Other
Applicant's interest in property: ~Own 0 Rent
Owner name: "ç.,trr\€ c,.~ A~e
Owner address:
Planning Department
ADMINISTRATIVE REVIEW APPLICATION
Phone:
Zip:
Agent name (e.g., architect, engineer, developer, representative): 4.(. he
:::s';'~i{;¡ "::;~ p~:t,~: IKD, ßo;!oe¡
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Phone: "3 7 b~ toDð
Zip: tt37{)-1
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Primary contact is: 0 Applicant 0 Owner ,Ø.Agent 0 Other
Contact name: (:fP-he. ,~O")~+h.
E-mail: S~",,:i'~ ~ e~f)t.].éDY"Y\
Subject Property Information
Phone: :s 7/=.-"' 5DOO
Fax: 7.7?' - 6S5b
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Assessor's parcel number(s): R S~'11j3{)qCJC)
Towmhip, ronge, 'ectioð'TAt, I WI Sed. 2.b Total =eage' , , ::7
Current land use: !'J(I¡(((:.,. ~i.2::! nvi Current zoning district:
Location/street address:
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660 E. Watertower Lane, Suite 202 . Meridian, Idaho 83642
Phone: (208) 884-5533 . Facsimile: (208) 888-6854 . Website: www.meridianCÎtv.org
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Project Description
Project/subdivision name:
General description of proposed proj ect/request:
Proposed zoning district(s):
Acres of each zone proposed:
L-O
Type of use proposed (check all that apply):
0 Residential 0 Commercial )¡¡t' Office 0 Industrial 0 Other
Amenities provided with this development (if applicable):
Who will own & maintain the pressurized irrigation system in this develorment? <:;~
Which irrigation district does this property lie within? . e Ý2:> rr i br ( h
Primary irrigation source: Secondary:
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water):
Number of building lots:
1 Bedroom:
Minimum square footage of structure( s) (excl. garage.
Minimum property size (s.t):
2 or more Bedrooms:
Proposed building height:
Average property size (d.):
Gross density (DU/acre-total land):
Percentage of open space provided:
Percentage of use able open space: (See Chapter 3, Article G, for q
Type of open space provided in acres (Le., landscaping, public, common, etc):
Type of dweJling(s) proposed: 0 Single-family 0 Townhomes 0 Duplexes D Multi-family
Non-residential Project Summary (if applicable)
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Hours of operation (days and hours): .Rv«Ÿ'"")e~)
Percentage of site/project devoted to the following:
Landscaping: 16) q IX' Building: ¡~ ~/o¿~ Paving: 3 (J ß 3 7
Total number of employees: N,Å Maximum number of employees at anyone time: N f1
Number and ages of students/children (if applicable): AIIt Seating capacity: AlA
Total number of parking spaces provided: 7;;L Number of compact spaces provided: ¡;J.3
Other lots:
ß
Number of building lots:
Gross floor area proposed:
Existing (if applicable): ß
Hou T 5. Building height:
12./-ILjI
Authorization
Print applicant name: -----.l11ðh.Jêreit
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Applicant signature:
ut g~ Date' S/JSjtJ¡,
660 E. Watertower Lane, Suite 202 . Meridian, Idaho 83642
(208) 884-5533 . Facsimile: (208) 888-6854 . Website: www.meridiancitv.org
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Phone:
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Project Description Narrative
Lochsa Business Park is situated on 3.13 acres at the southeast comer of the intersection
of Chinden Boulevard and Long Lake Way. The owners contemplate construction of
eight (8) single story office buildings for commercial uses such as doctor/medical,
dentist/orthodontist, insurance and financial services and other office uses.
The project is in conformance with all the requirements of the UDC
The project is in conformance with acceptable engineering, architectural and surveying
practices and local standards.
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Engineering North West, LLC
423 N. Ancestor Place, Suite 180
Boise, Idaho 83704
(208) 376-5000 . Fax (208) 376-5556
Project No. 05-058-01
Date: March 10, 2006
HASTINGS SUBDIVISION NO.2
FINAL PLAT DESCRIPTION
A parcel of land being Lot 46, Block 49 of Lochsa Palls Subdivision No. 12, as same is-
shown on the Plat thereof recorded in Book 92 of Plats at Page 10958 of Ada County Records,
located in the NW 1/4 oftheNE 1/4 of Section 26, T. 4 N., R. 1 W., RM., Meridian,
Ada County, Idaho, more particularly described as follows:
Commencing at the section comer common to Sections 23, 24, 25 and 26 of said
T.4N.,R.1 W.;
Thence North 89°38'20" West, 2630.00 feet on the section line common to said Sections
23 and 26 to the 1/4 section comer common to said Sections 23 and 26;
Thence reversing direction, South 89°38'20" East, 199.79 feet on said section line;
Thence leaving said section line, South 00°21' 40" West, 105.00 feet to the northwest
comer of Lot 47, Block 49 of said Lochsa Falls Subdivision No. 12;
Thence South 89°38'20" East, 220.00 feet to the northerly lot comer common to Lots 46
and 47, Block 49 of said Lochsa Falls Subdivisio~ said point being the REAL POINT OF
BEGINNING; .
Thence South 89°38'20" East, 220.00 feet on the northerly lot line of said Lot 46 to the
northerly lot comer common to Lots 45 and 46, Block 49 of said Subdivision;
Thence South 00°21 '40" West, 310.13 feet on the lot line common to said Lots 45 and 46
to the southerly lot comer common to said Lots 45 and 46;
Thence North 89°38'20" West, 220.00 feet on the southerly lot line of said Lot 46 to the
southerly lot comer common to said Lots 46 and 47;
Thence North 00°21 '40" East, 310.13 feet on the lot line common to said Lots 46 and 47
to the real point of beginning. Said parcel contains 1.57 acres more or less.
Hastings Sub. No.2 Final Plat Desc.doc
PREPARED BY:
Engineering NorthWest, LLC
James R. Washburn, PLS
Page 1 of 1
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ADAflOUNTY R~..~.¡DER J, DAVID NAVARRO
BOISE IDAHO 10/18/05 11:54 AM
DEPUTY Neava Haney.
RECORDED - REQUEST OF
Title One
AMOUNT 6.00
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111111111111'1111111111111111111111111
, 10515E.134
Order. No.: AO545011 ST\~
WARRANTY DEED
FOR VALUE RECEIVED. LOCHSA FALLS, LLC, an Idaho limited liability company,
the Grantor, does hereby grant;, bargain sell and convey unto MONTEREY, LLC, an-
Idaho limited liability company whose current address is 10221 Emerald, Suite 100,
Boise, ill 83704, the Grantee. the following described premises, in Ada County, Idaho,
TO WIT: .
Lots 46 and 47 in Block 49 of LOCHS A FALLS SUBDIVISION NO. 12, according to
the official plat thereof, filed in Book 92 of Plats at Pages 10958 through 10960, official
records of Ada County, Idaho.
TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its
successors assigns forever. And the said Grantor does hE:reby covenant to and with the said Grantee, that it
is the owner in fee simple of said premises; that they are free from all encUIìlbrances EXCEPT those to
which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and
subject to aU existing paœn.t reservations, easements, right( s) of way, protective covenants, zoning
ordinances. and applicable building codes, laws and regulations, general taxes and assessments, including
irrigation and utility assessments (If any) for the current year, which are not due and payable, and that
Grantor will WaITant and defend the same from all laWful claims whatsoever.
Dated: October /7 . 2005
LOCHSA FAILS, LLC
BY:~
Marty 1 mrth, Member
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State of Idaho
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County of Ada
On this 11 ö- day of October 2005~ before me, the undersigned, a Notary Public:in and
for said State, personally appeared Marty Goldsmìth known or identified to me to be a Member of
the limited liability company that executed the within instrument and acknowledged to me that he
executed the, same for and on behalf of said limited liability company and that such limited
liability company executed it.
]N WITNESS WHEREOF~ I have hereunto set my hand and affixed my official seal the
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~.", '12' ax In this certificate first above wntten.
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...- C, . Notary Public for Idaho
.. þu~ \. \: 0 J My Commission Expires: 5" ! 11/ ð It,..
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AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO)
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COUNTY OF ADA)
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1to:-:'7e (name) 1bho(address)
(city) (state)
LJeM r;;-mefcdd.., Sut{e JDO
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being first duly sworn upon, oath, depose and say:
1.
That I am the record owner of the property described on the attached, and I grant my
permission to:
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k"1r><f"~ JJbI/i hll:'L 'f:13 N. 1I~«dð-r PI þtt: I &>(6(':, )0 e37Dli
"9 (e) (address)
to submit the accompanying application(s) pertaining to that property.
2.
I agree to indemnify, defend and hold the City of Meridian and its 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 ofthe application.
3.
I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this
day of
,20~
~',
SUBSCRIBED AND SWORN to before me the day and year first above written.
>1:MCL M~~
(Notary Public for Cia )
Residing at:---N er ì d La.t1, :Idalw
My Commission Expires: --11- 1- 20 / I
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IRRIGATION PERFORMANCE SPECIFICATIONS
UDC 11-3B-6
Project Name:
I-Ia stiY19 s
Çùb ~I'\! ìsi'oV\
N(),
L
Specifications:
:! 45
PSI
Available Water Pressure:
Point of Connection (describe and/or submit a site plan):
Primary Connection: V '-' l-1 s
Secondary Connection:
Landscape Area: If the irrigation system is hooked to City water as a primary or secondary water source, submit the
square footage of landscaped areas to be irrigated: square feet
Backflow Prevention:_A backflow prevention device must be installed as required by City Ordinance 9-3.
Coverage: The irrigation system must be designed to provide 100% coverage with head to head spacing or triangular
spacing as appropriate.
Matched Precipitation Rates: Sprinkler head~ must have matched precipitation rates within each control valve
circuit.
Irrigation Zones: Sprinkler heads irrigating lawn or other high-water-demand areas must be circuited so that they are
on a separate zone or zones fiom those irrigating trees, shrubs, or other reduced-water-demand areas.
Overspray: Sprinkler heads must be adjusted to reduce overspray onto impervious surfaces such as sidewalks,
driveways, and parking areas.
Notes:
Irrigation Required: All landscape areas shall be served with an automatic underground irrigation system.
Additional requirements affecting pressurized irrigation systems can be found in City Ordinance 9-1-28.
Irrigation Water Source: Use of non-potable irrigation water is required when determined to be available by the City
Public Works Department as regulated by City Ordinance 9-1-28. If city potable water is used, a separate water
meter is recommended so the owner can avoid paying sewer fees for irrigation water. Potable water shall not be
used as a primary irrigation water source on non-residential lots with more than Yz acre of landscaping. Year round
water availability is also required by connecting to city potable water or an on-site well as a secondary source.
Certification:
'r~?
Applicant's Signature:
Date:
(
HASTINGS SUBDIVISION NO.1 & 2
VICINITY MAP
SCALE: 1 II = 800'
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PRE-APPliCATION ÑŒETmG NOTEs
DATE: )-"2'- í 6-oes-
.
Applicant(s):
Engin~1 ArChite,ctlPlanner: .Wee. S-k if I' &. rMØ ~'"'^'1I"I
S af£ LV" X ^ I -, \
t : 'fì).. (:::)1 lA\., e f ~ \A c.,
Prop~sed De~~opmen;:~B-qJ 1\ t tn V\h IN.¡ Ut\ ~ )()Q -
Locatlon: C \'^ti^~ . '^ Lo[ I ^ I) ¡f"
Re~uj.reçi Applications: C ù f
Eristmg Zoning; R -9 , ProposedZoning:
Compre.hetlsive Plan DeSignation:
L -0,
"',
, For Plats
Property Size:
Sewer: '
Water:'
Presrurized Inigation:
Street Buffers:
Open. Space & Mitropatb.s:
Landscape Plan:
Lot Size & Frontage:
. T opograpby:
Hydrology:
St;ré~t System;
Pathway SYstem:
OtJ:1er Ap-plications "1' J o...[.ll<Å i9 V\,
Annexation
Rezone -Tt') 1 - n
. Conditional Use Pe.rmit --¡. ~ r
Variance . - .
Lot Line Adjustment "
Comprehensive Plan Amendment .
"-, -App licatio n CheqdiSt' R~ ;Z1ks i'Y\ 'f2=,. '"€. ~
'.,",,' .,' '. Y:c-~o{.t- J)\Ci\.t- ','
""~::Othèr.AgenciestoCóntact:,,., .J " r ' :
,,~L':Äâ~tï;,~ ~rea~1ica1ion Conferen~
' N at'recOID.I:l:1ended' . "
Numbér of Units:
Dwelling ì ype:-
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y~,-"~,,,,~~g~d Planning & Zoning Date: -
"'~~~e~~~~Nfõ~:-~-:~<~~ eo~P~~"""ct;vt~Q ~Dt \,~,
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. - '. . . ): '
" ,Th~ illformarion prD..;ded during this meeting is based upon ~e =-iðòiIjng>J1JMeridi , , ,: c, : :~¡j I
"c,:' s,iiliflliilii!¡i qrdinance and applicable CoDlprehen5ive Plan. and.is VaJiMOI 3 months, AnYŠ)i!:tsêq!i§iifè-;'Ƨk'"
" F~;E~1?~tòilie.z.oni:qg or SUbdivision °rdinanœ.or ÇÓ!"pi-ehensive Plan may affect Your "l'l'þ'9,@'ii':ç'Cf, .
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HAST1NGS SUBDIVISION
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Page I of 1
From: John Priester uohnp@adaweb.net]
Sent: Wednesday, January 11,20068:00 AM
To: Gene P Smith
Subject: RE: Subdivision Name reservation
January 11,2006
Gene Smith P E
Engineering North West LLC
10221 WEmerald Suite 140
Boise, ill 83704
RE: Subdivision Name Reservation HASTINGS SUBDIVISION
Dear Gene:
At your request I will reserve the name "HASTINGS SUBDNISION" for your project. I can honor this reservation only as long as your project
is in the approval process. Final approval can only take place when the fmal plat is recorded.
Sincerely,
Jofin Priester
John E. Priester, P.E.L.S.
County Engineer
JP/jp
From: Gene P Smith [mailto:~smith@engnw.com]
Sent: Tuesday, January 10, 2006 4:57 PM
To: John Priester
Subject: Subdivision Name reservation
John:
On behalf of my client, I would like to request the use of the following names for two subdivisions to be located in Meridian. Each will be a 4-
lot subdivision of existing lots in Lochsa Falls Subdivision No. 12. The lots are contiguous and are to be owned by the same owner. Therefore, I
believe they could use the same name for the two subdivisions with a No.1 and No.2 as part of that name or have separate subdivision names.
The two proposed subdivision names are: "Dover" and "Hastings". Both are names of existing cities in England.
Please advise if the above are acceptable and could be reserved.
Thank you for your help.
Gene P Smith, P.E.
Engineering NorthWest
(208)376-5000
Fax: (208)376-5556
This message (including any attaclunents) contains confidential infonnation intended for a specific individual and purpose, and is protected by
law. if you are not the intended recipient, you should delete this message and are hereby notified that any disclosure, copying, or distribution of
this message, or the taking of any action based on it, is strictly prohibited.
'¡:;l",./IT.\U(ìQ ^ r T fìf"'UQ ^ fI<fI<Qfl1\ ^ ,...a..",v ^~~~"Tmln\Unn+~.."...n Q,;t.~~v~n~"- l'I.Tn~'" ~"'nn_m+~".., -¡.,+~
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Enf(ineerinf( NorthWest, LLC
423 N. Ancestor Place, Suite 180 Boise, Idaho 83704
(208) 376-5000 . Fax (208) 376-5556
March 15,2006
Mr. Len Grady, P.E-.
City of Meridian - Public Works Department
660 E. Watertower, Suite 202
Meridian, ID 83642
Re:
Hastings Subdivision No. I
Dear Len:
According to the initial test pit investigations and subsequent monitoring, by Associated
Earth Sciences, the ground water within this project was not encountered within depth of
3 feet of the existing ground.
Based on the above infonnation, I certify that groundwater would be greater than 36
inches below finished street centerline elevations throughout the project.
Should you need further infonnation, please advise.
Sincerely,
Eugene P Smith, P.E.
Enclosure
Monitoring Data
Lochsa Falls 2004 Monitoring
Readings are depth below ground level
'---,
Hole Bottom 3ì10 4113 4128 5/14 5128 6/8 6122 715 7/21 8/3 8/19 8/31 9/13 9/30 10/12
Number of Hole
TH4-03 152 152 152 152 152 152 152 152 152 147 141 128 123 118 dest -
TH5-03 134 134 134 134 134 131 128 124 117 destroyed - - - - - -
TH6-03 139 139 139 132 119 126 103 122 85 56 85 0 0 86 82 96
TH7-03 146 146 146 146 146 146 146 146 146 143 133 127 123 116 118 117
TH8-03 143 143 143 143 143 143 143 143 143 143 131 134 126 121 118 117
TH9-03 136 136 136 dest - - - - - - - - - - - -
TH10-03 167 167 167 167 167 167 167 167 167 167 167 167 167 167 167 167
TH11-O3 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175
TH12-03 162 162 162 162 162 162 162 162 162 162 156 162 158 155 150 148
TH13-03 165 165 165 165 165 165 165 165 165 165 165 165 165 165 165 165
TH14-03 166 166 166 166 166 166 166 166 166 166 166 166 166 166 166 166
TH15R-D3 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102
TH16R-03 105 105 105 105 105 105 105 105 105 105 105 105 105 105 105 105
TH17R-04 95 95 95 95 95 95 95 95 95 95 95 95 95 95 95 95
All values -are depth below ground surface.
4/13 no water in ditches on property today
4128 - irrigation water in all surrounding systems. All ditches on this property are dry or piped.
7/5 - Recent structure & ditch leakage near TH6-03 may be reason for higher reading. Compare to last
7/21 - Detention pond dug at TH5-03, pipe removed, site destroyed.
8/19 & 8/31- water ponded around pipe at TH6-03. Not representative reading.
(
Associate'd Earth
Sciences, Inc.
(
Storm Drain Test Hole Description & Evaluation
Date Of Evaluation: 10/31/2003 Evaluated by:
Requested By: Farwest. LlC by Char1es Robbins
Address: 4487 N. Dresden, Suite 102
City: Boise
Legal Desc:
Glen Logan, Professional Soil Scientist
Phone:
Zip:
State:
ID
83714
General Desc:
Future phase of lochsa Falls just south of Chinden and west of Linder Road
Depth Color Texture Clay % Roots Mottles Est Penneability Comments
(inches) (inlhr)
Hole Number & Location: TH 10-03 (engineer marked 9-5) elevation 2565.42
common very fine &
Q to 12 1QYR 413 silt loam 22t024 few medium none 1 t02 friable moist
12 to 20 10YR4/4 silty clay loam 32 to 35 few very fine none 0.2 to 0,6 firm moist
20 to 38 10YR 5/4 loam 18 to 20 none none 1 to 2 slightly compact in place
moderately to strongly cemented
38 to 79 10YR 7/4 hardpan none none impervious non-fractured
extremely gravelly
79 to 180 10YR5/4 loamy fine sand 2 t04 none none 10 to 15 loose in place
General Notes:
than 180 inches.
Slope
0 to 1 percent. No free water or evidence of wetness present in profile to more
Hole Number & Location: THll-03 (engineer marked 9-4) elevation 2565.90
Ot011 10YR 3/4 silt loam 251027 none none 0.5 to 1.0 slightly firm moist
11t026 10YR 3/4 loam 18 to 20 none none 1102 firm to friable moisl
26t034 10YR 3/6 very fine sandy loam 8 t01 0 none none 110:3 slightly compact in place
34 to 49 10YR 3/6 fine sandy loam Ho 10 none none 0.5101.0 compact in place
weak to moderalely cemented
49 to 85 10YR 7/4 hardpan none none <0.02 non-fractured
extremely gravelly
85 to 180+ 10YR 5/4 loamy fine sand 2 to 4 none none 10 to 15 loose in place
General Notes:
Slope
0 to 1 percent. No evidence of wetness or free water observed in profile to
more than 180 inches.
C
Associated Earth
Sciences, Inc.
(
Storm Drain Test Hole Description & Evaluation
Continuation Sheet
Date Of Evaluation:
J 0/31 /2003
Project:
Lochsa falls future phase test holes
Depth Color - Texture Clay % Roots Mottles Est Penn. Comments
(inches) (inJhr)
Hole Number & Location: TH12-03 (enQineer marked 9-3) elevation 2564.24
0 t09 1QYR 3/4 silty clay loam 30 to 35 few ver¡ fine none 0,2 to 0.6 very firm moist
9 to 24 10YR 4/4 silt loam 15 to 18 none none H02 very friable moist
24 to 48 10YR 5/4 silt loam 10 to 15 none none 2 to 3 very friable moist
gravelly fine sandy
48 to 73 10YR 6/4 . loam 8t010 none none 2to 4 slightly compact in place
extremely gravelly distinct 7.5YR 516 loose in place, medium and fine sands
73 to 180+ variegated loamy sand <3 none below 110 inches 10 to 15 present
General Notes:
Slope
0 to J percent. Free water observed in test hole at 157 inches.
Hole Number & Location: TH13-03 (enQineer marked 9-2) elevation 2567.80
0 to 14 10YR413 silt loam 18t020 few ver¡ fine none 1 to 2 friable moist
14 to 37 10YR 3/4 silty clay loam 27 to 30 few very tine none 0.5 to 1.0 slightly firm moist
10YR4/4 &
37 to 56 613 fine sandy loam 12 to 15 few very fine none 1 t02 compact in place, common lime veins
stony moderately to strongly
56 to 102 10YR 7/4 cemented hardpan none none impervious non-fractured
extremely gravelly
102 to 180+ variegated loamy fine sand 1t03 none none 10t015 loose in place
General Notes:
Slope
0 to 1 percent. No evidence of wetness or free water observed in test hole to
more than J 80 inches.
Associat~~ Earth
Sciences, Inc.
(-
Storm Drain Test Hole Description & Evaluation
Continuation Sheet
Date Of Evaluation:
10/31/2003
Project:
Lochsa Falls future phase test holes
Depth Color Texture Clay % Roots Mottles Est. Penn. Comments
(inches) (inlhr)
Hole Number & Location: TH14-03 (engineer marked 9-1) elevation 2568.62
0 to 12 10YR 3/4 silt loam 23to25 few very fine none 1 to 2 slightly firm moist
very fine sandy
12to21 10YR 4/4 loam 10 to 15 none none 1 to 3 slightly compad in place
10YR 3/4 &
21 to 39 613 loam 23 to 25 none none 0.5 to 1,0 compact in place
39 to 48 10YR 713 moderately cemented hardpan none none impermeable non-fractured
extremely gravelly
48 to 72 7.5YR 413 loamy fine sand 3to 5 none none 10 to 12 loose In place
extremely gravelly
72 to 180 10YR 5/4 loamy fine sand 1 to 3 none none 10 to 15 loose in place
General Notes: Slope
more than 180 inches.
0 to 1 percent. No evidence of wetness or free water observed in test pit to more
PLAT SHOWiNG
HASTINGS SUBDIVISION NO.2
A RESUBDIVISION OF LOT 46, BLOCK 49 OF LOCHSA FALLS SUBDIVISION NO. 12
LOCATED IN THE NW1/4 OF THE NE1/4 OF SECTION 26, TAN" R.1W" B.M.
MERIDIAN, ADA COUNTY, IDAHO
2006
Engineering NorthWest, UC
BOISE, IDAHO
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NOTES:
" /.'lor "rsU."'~SI,," or ""S PlAT SHAll OOMPLY ",JIj THE APPUCt,BLE
")NO'" R(CUlATIC«S IN "'fECT AT THE m!f: or RrsUOOMSON,
2. IN ",,"PLIANCE "'T>1 'THE mNtO COOE SEcn,," JI-JeO' T>1E C""ER or
TIllS SU80M",," H.s PRO\.IDEO ^" UNDERGROUNO IRFIIG^TIOH SYSTEM TG
All 'THE LOTS, lOTS "'1HlN 'THE sœOJ"SION you. BE -GATED F'"
ASSESSIoIENIS FROH SEffiER'S IRRLGATiOtI OJS1RICT r,", S"O ,"","^fiON
WATER,
3. 'THE """.. Of' EACH tOT AOIOSS -CH PI\S.SES AN IRRICATlCi< OHCH 00
pjPE, os RESPONS!Bl£ FUR 'THE W"'tn(NA"CE 'THEREOF, UNl£S5 SUCH
RESPONS""UTY oS '-SSl».IED BY AN """"""""'/O"""AO£ BISTHlCT,
4. 1I1E BOrTOl.! EtEVAnO" or """CTlJRAL f'OO'fWGS ""Au. BE SET A
~PH\I,(\JW Π12-IN""'S "!WE !HE HIGHrsT rsTABUSHED NOR"AL
"""""" W^TER El.EV^TION.
.. DIR£CT LOT ACCESS TO W. CHI"OEN BlW. IS PRON"'TED.
6. AlleOTS.. II1IS suaOI'11S1O" ARE SUBJEeT TO C(J, ~O" CROSS
ACCrsSI1NGRrsS-""ESS PURSUANT TO THE DECLARAIION OF "RPntJ"'"
EASE~ENTS RECOROEO AS INS1RUIlENT NO- PRO~OONC AMONe
O'!HER THlNes, '!HAT SAIO LlSEwENTS SHAll RUN "'TN THE UNO, SAID
E""'ENTS WAY NOT "' TERM.....TE" EXŒPT W1TH EXPRESS \\!OTTEN
C,,">£NT or 'HE cm Of ""'DNt,
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MAR 13 lO05
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ì, . Meridian, JD 83642
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