ApplicationHearing Date: May 18, 2017
File No.: H-2017-0041
Project Name: Geddes Subdivision
Request: Request for annexation and zoning of 2.08 acres of land with an R-8 zoning district; and
preliminary plat consisting of 10 building lots and 4 common lots on 2.08 acres of land in
an R-8 zoning district, by Schultz Development.
Location: The site is located southeast of the W. Ustick Road and N. Black Cat Road intersection,
in the NW ¼ of Section 3, Township 3N., Range 1W.
E t4- Planning Division
DEVELOPMENT REVIEW APPLICATION
STAFF USE ONLY:
Project name:
File number(s): xf 2Ssub -10 t1. 00`i-1
Assigned Planner: � q� t,- A;1W Related files:
Type of Review Requested (check all that apply)
❑ Accessory Use
❑ Planned Unit Development
❑ Administrative Design Review
Preliminary Plat
❑ Alternative Compliance
❑ Private Street
Annexation and Zoning
❑ Property Boundary Adjustment
Certificate of Zoning Compliance
❑ Rezone
❑ City Council Review
❑ Short Plat
❑ Comprehensive Plan Map Amendment
❑ Time Extension:
❑ Comprehensive Plan Text Amendment
Director/ Commission/Council (circle one)
❑ Conditional Use Permit
❑ UDC Text Amendment
❑ Conditional Use Modification
❑ Vacation:
Director/Commission (circle one)
Director/ Council (circle one)
❑ Development Agreement Modification
❑ Variance
❑ Final Plat
❑ Other
❑ Final Plat Modification
Information
Applicant name: C��-��t�G �`L�fJ Phone: �� �' S
ti
Applicant address: T� �1 bi_ \ 5 Email:
City: t L-eA. State: 1�i Zip:
Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned 'Other
Owner name:�� t- iiPhone: �7, esF -7
Owner address: �?7 ( ?2 l C-__ � Email:
City: Qui �� State:: �� Zip:
Agent/Contact name (e.g., architect, en ineer, developer, representative):
Firm name: Phone: ��— (0 �s
Agent address: p \ S Email:
City: i State: �� Zip:
Primary contact is: 7ZApplicant ❑ Owner I,Agent/Contact
Information
Location/street address: N • 640 tcL-e� Township, range, section: 5�0 k V:,
Assessor's parcel number(s): 9 42 0 Total acreage: Zoning district: �vud
Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.orglplanning
-I- (Rev. 06112/2014)
Project/subdivision name:
General description of proposed project/request:
C�„A_ 'Z o 6 a- J;P_' � n A— ()J
Proposed zoning district(s): -
Acres of each zone proposed:
W
Z , c)£',
C ,Lr+3
Type of use proposed (check all that apply):
residential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other
Who will own & maintain the pressurized irrigation system in this development? 1 `J
Which irrigation district does this property lie within? N V_N_ 1 'N�) _
Primary irrigation source: �J 4- . � D Secondary: r
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water):
ac
Residential Proiect Summary (if aunlicable)
Number of residential units: ! b Number of building lots: D
Number of common lots: Number of other lots: 0
Proposed number of dwelling units (for multi -family developments only): N I t-
1 bedroom:
2-3 bedrooms:
4 or more bedrooms:
t
Minimum square footage of structure (excl. garage): 1, Maximum building height: -Z-c
Minimum property size (s.f): tel . b-� ¢ S F Average property size (s.f.): C 4 0 SF
Gross density (Per UDC 11-1A-1): `4 g� DYk density (Per UDC 11-1A-1): 8• �� Acreage of of qualified open space: 1`' Percentage of qualified open space: __ f
Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B):
L. (� -Z'? SF A- r"C� ->o'c - C-4- k 9-1, -
Amenities provided with this development (if applicable):
Type of dwelling(s) proposed: Single-family Detached ❑ Single-family Attached ❑ Townhouse 5 &C -Y-0-4-
❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other
Non-residential Project Summary (if applicable) --N � t
Number of building lots:
Gross floor area proposed:
Hours of operation (days and hours):
Total number of parking spaces provided:
Authorization
Common lots: Other lots:
Print applicant name:��—
Applicant signature
Existing (if applicable):
Building height:
Number of compact spaces provided:
Date: 4,112 %
Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.orgiplanning
-2- (Rev. 0 6/1 212 0 1 4)
April 17, 2017
City of Meridian
Planning and Zoning Commission and City Council
c/o City of Meridian Planning Department
33 E. Broadway Avenue
Meridian, ID 83642
RE: Geddes Subdivision
Annexation, Rezone, and Preliminary Plat Applications
Dear Commissioners and City Council Members:
On behalf of Schultz Development, LLC and Robert Campbell, please accept these applications
for the Annexation, Rezone, and Preliminary Plat for the Geddes Subdivision located at the
north end of N. Geddes Place about 300 feet east of the N. Black Cat Road and W. Moon Lake
Drive intersection. We are requesting annexation and rezone from County RUT to R-8 and a
preliminary plat for 10 building lots and 4 common lots on 2.08 acres.
Existing Use and Annexation
The property is undeveloped and contiguous to the City limits on the south and east property
lines by the existing City of Meridian subdivisions of Ashford Greens, The Lakes at Cherry
Lane No. 9, Staten Park, and Klamath Basin.
Surrounding Uses and Zoning
The site is 2.08 acres of the last 7 acres not annexed into the City of Meridian at the Northwest
corner of the entire section bounded by Black Cat Road, Ustick Road, Ten Mile Road, and
Cherry Lane.
The current Meridian Comprehensive Plan and Future Land Use Map indicates Low Density
Residential for the remaining 7 acres on the Southeast corner of Black Cat Road and Ustick
Road which is County RUT zoning on 4 parcels with 2 residences. The existing Klamath Basin
and Staten Park subdivisions are designated Low Density Residential to the east and the
Ashford Greens and The Lakes at Cherry Lane No. 9 are designated Medium Density
Residential to the south. The adjacent existing subdivisions are all zoned R-4.
Proposed Zoning and Preliminary Plat
We are requesting R-8 zoning with a step-up in density from Low Density to Medium Density
due to the housing type proposed and limiting site geometry. The submitted preliminary plat
has 10 building lots and 4 common lots on 2.08 acres for a gross density of 4.81 dwelling units
per acre. The lot sizes range from 4,034 SF to 10,700 SF with an average size of 4,960 SF.
We are not requesting any variances or deviations from the R-8 zoning ordinance for this site.
Sewer and Water Service
The Geddes Subdivision will be serviced by an existing 8 -inch sewer and water mains
constructed at the southwest property line in the N. Geddes Place stub street with adequate
depth and capacity to service the site.
Pressure Irrigation
Pressure irrigation will be provided by Nampa -Meridian Irrigation District (NMID) via an
existing pump station for the Lakes at Cherry Lane Subdivision and a stub exists at the SE
corner of the site. We understand an upgrade to the existing NMID regional pump station may
be required depending on final engineering plans and NMID requirements for development of
this site.
Gravity Irrigation
An existing private field delivery for properties to the north will be piped along the east
boundary of the site in a 12" pipe. We are requesting a waiver for the tiling of the Eight Mile
Lateral due to the size of the facility and adjacent subdivisions have not tiled it.
Roadways and Storm Drainage
The site is immediately accessible to N. Geddes Place in the southwest corner of the site. The
new roadways will be ACHD approved and maintained with 5' attached sidewalk/roll curb on
both sides and parking allowed on both sides of the street. The cul-de-sac is designed to meet
City of Meridian Fire Department radius requirements.
Lots 6, 8, and 9 will be accessible by a 20 -foot -wide common driveway and all lots will have
20 -foot -deep driveways and 2 -car garages for off-street parking.
Storm drainage will be mitigated by underground seepage beds in accordance with ACHD
design criteria as designed during the final plat and development plan process.
Architecture
The Geddes Subdivision site has been designed to allow for 40 -foot -wide detached houses to be
constructed on 50 -foot -wide lots within the R-8 dimensional and setback standards of the City
of Meridian. All homes will be single -story and range from 1,400 SF -1,800 SF with quality
elevations similar to those included with the application.
Variances
The site design for the Geddes Subdivision exceeds the minimum requirements of the R-8
zoning ordinance and no variances are requested with this application.
Summary
The proposed annexation, rezone, and preliminary plat applications for the Geddes Subdivision
carefully considered all aspects of the Meridian Zoning Ordinance, the Meridian
Comprehensive Plan, site location, surrounding neighborhoods, and the housing market in
Meridian to develop a high-quality residential development that exceeds the minimum
development standards and provides excellent design characteristics. We respectfully request
your approval of these applications.
Sincerely,
Matt Schultz
Schultz Development LLC
AFTER RECORDING MAIL TO:
Robert C. Campbell
3313 W. Cherry Ln #144
Meridian , ID 83642
WARRANTY DEED
File No.: 4102-2664222 (PC)
Date: May 27, 201:6
For Value Received, Michael G. Sorensen and Karen L. Sorensen, husband and wife, hereinafter
referred to as Grantor, does hereby grant, bargain, sell and convey unto Robert C. Campbell, an
unmarried man, hereinafter referred to as Grantee, whose current address is 3313 W. Cherry Ln
#144, Meridian , ID 83642, the following described premises, situated in Ada County, Idaho, to wit:
LEGAL DESCRIPTION: Real property in the County of Ada, State of Idaho, described as follows:
A parcel of land in Ada County, Idaho, more particularly described as follows:
Beginning at a half inch iron pin that bears South 0014'00" West 443.73 feet from the
Northwest corner of Section 3, Township 3 North, Range 1 West, Boise Meridian, said pin
being on the Section line; thence
South 89047`31" East 414.86 feet to the REAL POINT OF BEGINNING; thence_
South 89047'31" East 256.11 feet; thence
South 5502321" East 155.00 feet; thence
South 64024'03" East 205.31 feet; thence
South 56002`21" East 61.89 feet, thence
North 89047'31" West 621.03 feet; thence
North 0014'00" East 210.00 feet to the REAL POINT OF BEGINNING.
AND EXCEPT any portion thereof lying within right of way of the 8 Mile Lateral.
AND EXCEPT road rights of way.
APN:S1203223480
TO HAVE AND TO HOLD the said premises, with their appurtenances, unto said Grantee, and to the
Grantee's heirs and assigns forever. And the said Grantor does hereby covenant to and with the said
Grantee, that the Grantor is the owner in fee simple of said premises; that said premises are free from all
encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations,
restrictions, easements of record and easements visible upon the premises, and that Grantor will warrant
and defend the same from all claims whatsoever.
Page 1 of 2
APN: S1203223480 Warranty Deed File No.: 4102-2664222 (PC)
-continued Date: 05/27/2016
Mich el G. Sorensen J
STATE OF Idaho
ss.
COUNTY OF Ada
Karen -L. Sorensen
CA
�da of May, 2416 before me a Nota Public in and for said State personally appeared
On thi y y, , Notary , p Y pp
Michael G. Sorensen and Karen L. Sorensen, known or identified to me to be the person(s) whose
name(s) i are ubscribed to the within instrument, and acknowledged to me that he/she/ ey e� ecuted
the same.
In witness whereof, I have hereunto set my hand anal_ affixed my official seal the day and year in this
certificate first above written.
11111111►/,///,,,' , ��
QP®•°"°•°°••°U•d��'�% Notary Pt� is for the State of Idaho
e • l`1O� Residing a : Boise, ID
OF
l,�tt,/11111119111
My Commission Expires;
Page 2 of 2
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
COUNTY OF ADA )
tom`" I Gq � v ess)
(city) (state)
being first duly sworn upon, oath, depose and say:
That I am the record owner of the property described on the attached, and I grant' my
permission to:
to
(name) (address) 3& �'()
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 of the application.
I hereby grant permission to City of Meridian staff to enter the subject property for die
purpose of site inspections related to processing said application(s).
h�
Dated this z Z day of / �' w , 20 /` -
SUBSCRIBED AND SWORN to before in
_, �._...
MARTIN y R • lf.
NOTARY
i R, PUBLIC
STATED, H`
Residing at: L i<' ,,
My Commission Expires: s�af
33 E Broadway Suite 210 • Meridian, Idaho 83642
Phone: (208) 884-5533 9 Facsimile: (208) 888-6678 • Website: www.ineridiancity.org
April 5, 2017
DESCRIPTION FOR
R-8 ZONE
GEDDES SUBDIVISION
A parcel of land located in the NW 1/4 of the NW 1/4 of Section 3, Township 3
North, Range 1 West, B.M., Meridian, Ada County, Idaho being more particularly
described as follows:
Commencing at the NW corner of said Section 3 from which the W1/4 corner of
said Section 3 bears South 00°37'58" West, 2697.53 feet;
Thence along the West boundary line of said Section 3 South 00037'58" West,
443.88 feet;
Thence leaving said West boundary line South 89°23'11" East, 414.76 feet to
the REAL POINT OF BEGINNING;
Thence continuing South 89°23'11" East, 260.26 feet to a point on the
southwesterly boundary line of Klamath Basin Subdivision as filed in Book 96 of Plats
at Pages 11914 and 11915, records of Ada County, Idaho;
Thence along said southwesterly boundary line the following 2 courses and
distances:
Thence South 52036'15" East, 106.58 feet;
Thence South 60006'23" East, 22.04 feet to the SW corner of Staten Park
Subdivision as filed in Book 86 of Plats at Pages 9713 and 9714, records of Ada
County, Idaho;
Thence along the southwesterly boundary line of said Staten Park Subdivision
the following 3 courses and distances:
Thence South 60007'02" East, 48.03 feet;
Thence South 64000'36" East, 202.17 feet;
Thence South 54036'16" East, 44.31 feet to an angle point in the exterior
boundary line of The Lake At Cherry Lane No. 9 Subdivision as filed in Book 81 of
Plats at Pages 8885 and 8886, records of Ada County, Idaho;
Thence along the North boundary line of said The Lake At Cherry Lane No. 9
Subdivision and the North boundary line of Ashford Greens Subdivision as filed in
Book 73 of Plats at Pages 7567 through 7568, records of Ada County, Idaho North
89°23'11" West, 625.89 feet;
Thence leaving said North boundary line North 00038'20" East, 210.00 feet to
the REAL POINT OF BEGINNING. Contains an area of 2.08 acres, more or less. ND
F- 10
7729
'PJ(q--®
March 28, 2017
CLOSURE SHEET FOR
GEDDES SUBDIVISION
ANNEXATION DESCRIPTION
Course: South 89°23'11" East
Distance: 260.26
Course: South 52036'15" East
Distance: 106.58
Course: South 6000623" East
Distance: 22.04'
Course: South 60007'02" East
Distance: 48.03
Course: South 64000'36" East
Distance: 202.17
Course: South 54036'13" East
Distance: 44.31
Course: North 89°23'11" West
Distance: 625.89
Course: North 00038'20" East
Distance: 210.00
1450 East Watertower St.
Suite 130
Meridian, Idaho 83642
Phone (208) 846-8570
Fax (208) 884-5399
Perimeter: 1519.3'
Area: 90,745 s.f. 2.08 acres
Mathematical Closure - (Uses Survey Units)
Error of Closure: 0.0036 Course: South 71058'48" West
Precision 1:422,028
Fp �'Ab
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CITY OF MERIDIAN n
PRE -APPLICATION MEETING NOTES \�j\
Project/Subdivision Name: Geddes Place Date: 11/17/16 ('
Applicant($)/Contact(s): Roger Smith, Robert Campbell J
City Staff: Sonya, Bruce Erika Perry Tom
Location: S1203223480 southeast of the Ustick/Black Cat intersection Size of Property: 2 acres
Comprehensive Plan FLUM Designation: LDR (3 units or less/acre
Existing Use: Vacant/undeveloped land Existing Zoning: RUT
Proposed Use: SFR Proposed Zoning: R=8
Surrounding Uses: SFR (rural & urban)
Street Buffer(s) and/or Land Use Buffer(s): NA
Open Space/Amenities/Pathways: NA
Access/Stub Streets/Street System: Access via N. Geddes PI.; provide stub street to west for future extension/interconnectivity
Waterways/ Floodplain/Topography/Hazards: The Eightmile Lateral runs along east boundary of site
History: None
Additional Meeting Notes:
• Submit documentation that parcel is an "original parcel of record" as defined in UDC 11-1A-1
• Request Council approval of a "step up" in density from LDR to MDR with R-8 zoning
• Include Eightmile Lateral easement in a common lot per UDC 11 -3A -6C
• Submit conceptual elevations for proposed units
Note: A Trak Impact Study (TIS) will be required by ACHD for large commercial projects and any residential development with over 100 unitsJ387-
6178 avoid unnecessary delays & expedite the hearing process, applicants are encouraged to submit the TiS to ACHD prior to submitting their appli
to the City. Not having ACHD comments andlor conditions on large projects may delay hearings) at the City. Please contact Mindy Wallace at or ChristyLitffe at 387-6144 at ACHD for information in regard to a TiS, conditions, impact fees and process.
Other Agencies/Departments to Contact:
❑ Ada County Highway Dist. (ACHD)
❑ Nampa Meridian Irrigation Dist. (NMID)
❑ Public Works Department
❑ Idaho Transportation Dept. (ITD)
❑ Settlers Irrigation District
❑ Building Department
❑ Republic Services
❑ Police Department
❑ Parks Department
❑ Central District Health Department
❑ Fire Department
❑ Other:
Appllcation(s) Required:
❑ Administrative Design Review
❑ Conditional Use Permit Modification/Transfer
❑ Rezone
❑ Alternative Compliance
❑ Development Agreement Modification
❑ Short Plat
X Annexation
❑ Final Plat
❑ Time Extension - Council
❑ City Council Review
❑ Final Plat Modification
❑ UDC Text Amendment
❑ Comprehensive Plan Amendment - Map
❑ Planned Unit Development
❑ Vacation
❑ Comprehensive Plan Amendment - Text
X Preliminary Plat
❑ Variance
❑ Conditional Use Permit
❑ Private Street
❑ Other
Notes; 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application requiring a public
hearing (except for a vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice
in accord wtlh UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during
this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC andlor Comp Plan may
affect your submittal andlor application. This pre -application meeting shall be valid for four (4) months.
C ERJD AN,,_
Community Development
Deportment
Development Services Division
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, Idaho 83642
(208)887-2211
PRE -APPLICATION MEETING NOTES
Project/Subdivision Name: C�e,&_ plec—L
Applicant(s)/Contact(s): - C_r.�
Community Development Staff,
Sanitary Sewer Service. -
SUS -w -140m -Kftk-
04�
_ Stvjje 0 + q4414 14 IS
V_AM4A_' bff-V
Mapping Provided. XY ON
Domestic Water Service.
exar.+s c,^
Mapping Provided.� Y o N
Rouse Water Service, Pik
WaterwayslFlooi
Mapping Provided., o Y o N
__44S V#,4 4 k 11 -ft.
Mapping Provided., NV 0 N
Gravity/Pressurized Irrigation:
District
Street Lighting: v(N)Wks
�jt'� Q,,,4 S�jg.�� Reqs. Provided- Y c N
The City of Meridian's Improvement Standards for Street Lighting can be found online at hhpJlwwwfnendianciW.o—rQWblir-works .asl>x?id=272
Additional Meeting Notes: —
V 10 WRIONSO-1up.-A S.vimVo\Pr•Appliafiw Manes Nota,doa Rev 10063015
10 DIEM 1RAD1001112101
GEDDES SUBDIVISION ANNEXATION, REZONE AND PRELIMINARY PLAT
MERIDIAN POLICE STATION, CONFERENCE ROOM
MARCH 7, 2017 at 6:00 PM
Name Address Phone#
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16.
17.
E-mail
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,
COMMITMENT OF PROPERTY POSTING
Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a
public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment
and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing.
The applicant shall post a copy of the public hearing notice of the application(s) on the property
under consideration.
The applicant shall submit proof of property posting in the form of a notarized statement and a
photograph of the posting to the City no later than seven (7) days prior to the public hearing
attesting to where and when the sign(s) were posted. Unless such Certificate is received by the
required date, the hearing will be continued.
The sign(s) shall be removed no later than three (3) days after the end of the public hearing for
which the sign(s) had been posted.
I am aware of the above requirements and will comply with the posting requirements as stated in
UDC 11-5A-5.
Applicant/agent signature
°7/ `zi-1
Date
Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/planning
E IDIAN�-
IDAHO
Community Development
Department
Parcel Verification
Date:2/27/17
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, Idaho 83642
208.887.2211
The parcel information below has been researched and verified as correct by the City of Meridian
Community Development Department.
Project Name:
Parcel Number:
Acres:
T/R/S:
Property Owner:
Geddes Subdivision
S1203223480
2.0
3N 1W 03
Robert C. Campbell
3313 W. Cherry Ln. #144
Meridian, ID 83642
Address Verification Rev: 04/23/12
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Geddes Subdivision Name Reservation People Yahoo G�
schultzdevelop. (1)
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Sub Name Mail <subnamemailgadaweb.net, Feb 24 at 10:16 AM
Inbox
To Patrick Scheffler (pscheffler@idahosurvey.com), Matt Schultz
Drafts
February 24, 2017
Sent
Patrick Scheffler, Idaho Survey Group
Archive
Matt Schultz, Schultz Development
Spam (3)
RE: Subdivision Name Reservation: GEDDES SUBDIVISION
Trash (1S)
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At your request, I will reserve the name Geddes Subdivision 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 final plat is recorded.
This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of
approval have not been met, in which case the name can be re -used by someone else.
Sincerely,
Jerry L. Hastings, PLS 5359
County Surveyor
Deputy Clerk Recorder
Ada County Development Services
200 W. Front St., Boise, ID 83702
(208) 287-7912 office
(208) 287-7909 /ax
From: Matt Schultz fmailto schultzdeveloomentiRvahoo.coml
Sent: Friday, February 24, 2017 9:19 AM
To: Sub Name Mail
Subject: Re: [EXTERNAL) Fairways Subdivision - Name Reservation
lets go with "Geddes Subdivision'
working on it with Patrick at ISG.
thank you
Matt Schultz
Schultz Development LLC
r.: (208)880-1695
hetps://mg.mail.yahoo.comfiteo/larch?.rarx)=eahon547t11pi#3411785907 1/1
000�SITE
CONSULTING, LLC
Mr. Matt Schultz March 27, 2017
Schultz Development Page 1 of 14
Post Office Box 1115 File # 17118-A
Meridian, Idaho 83680
Re: Geotechnical Recommendation Report
Geddes Property
East of 3050 North Blackcat Road
Meridian, Idaho
Matt:
As per your authorization, on March 17, 2017, SITE personnel logged and sampled
three test pits on your Geddes Property and generated the following geotechnical
recommendations. The test pits were excavated on a single parcel located east of 3050
North Blackcat Road in Meridian, Idaho. A tax parcel number of S1203223480 was
located for the parcel on the Ada County Assessor's website. This source indicates the
property includes a total of 2.0 acres.
Preliminary plans, supplied by the client, indicate that the proposed subdivision will
include a short ACHD right of way and approximately nine lots for single-family
residences. Current plans include subsurface infiltration trenches for storm water
disposal.
Based upon our research, observations, and laboratory test results, the site is
acceptable for development as a residential subdivision. Recommendations for
construction are included herein. We appreciate this opportunity to be of service.
When appropriate, we would like to discuss continuing our role as geotechnical
consultant during construction. Please contact our office if additional information or
services are required.
Respectfully submitl
Bob J. Arnold, PE
SITE Consulting, LL
208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719
SITE
ONSULTING, LLC
EXISTING CONDITIONS
Subsurface conditions were similar in all three test pits. The site is covered with a thin
layer of brown, moist, sandy, silt that ranged from 1.0 to 2.0 feet deep. This layer
supports a 4-6 inch organic / rootzone layer. Beneath the topsoil layer is a weakly
cemented silt or sandy silt. At approximately five feet deep, this layer becomes more
sand than silt and is free of cementing. In the west test pit, this deeper layer is
described as sand while in the other two test pits silty sand is appropriate. A thin
hardpan or cemented silt layer was encountered in TP -2 at ten feet deep. This layer
was not observed in the other two test pits. Groundwater was encountered in all three
test pits at 10.5 to 11.0 feet. Monitoring wells were installed in all three test pits for
future groundwater measurements. Below the groundwater, the sand was observed to
be very clean with little to no silt present. Below the groundwater, sloughing soils
prevented deeper excavation with the retained excavation equipment.
The subject property consists of a single parcel located in township 3 north, range 1
west, section 3. Well logs for this and adjacent sections were reviewed on the Idaho
Department of Water Resources website. The nearest well identified is for a property to
the west across Blackcat Road at 3185 Blackcat Road. The attached well log indicates
that the static water level was 12 feet deep when the well was drilled in October 2014.
It is noted that this was right at the end of the typical irrigation season and therefore
should reflect a seasonal high. It is anticipated that groundwater will rise on the subject
property during the irrigation season. Staining (rust) in the sand layer indicates that
groundwater has risen as high as seven feet below the surface.
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208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719
/SITE
ONSULTING, LLC
CONSTRUCTION RECOMMENDATIONS
The following recommendations are based upon observed conditions and reported
laboratory test results.
• Building code allowed bearing capacity of 1500 psf is appropriate for residential
structures to be built on this site. Foundation embedment depth and
reinforcement are to meet local code requirements.
• Every effort is to be made to prevent irrigation / storm water from entering
crawlspaces / basements. This is to include proper waterproofing of foundations,
proper compaction of foundation and basement backfill, and lot grading that
directs runoff away from foundations. Foundation drains are not required for this
development.
• Stripping of organic material will require only minor excavation; 4-6" of grubbing
can be anticipated to completely remove all organic materials from future right of
ways and building pads. This is to be adjusted as needed in the field at the time
of construction. Deeper removal depths should be anticipated near ditches and
where large bushes and trees are present.
• The onsite surface soils are acceptable for use as fill on the residential lots.
• Any subgrade surface to receive structural fill or pavement section materials is to
be watered and compacted as necessary to meet ISPWC compaction
requirements. (95% of maximum dry density as determined by ASTM D-698,
"Standard Proctor). The exposed subgrade surface is also to be proof rolled with
a loaded water truck or ten yard dump truck to confirm that no soft, excessively
wet, or deflecting areas are present. Any such area encountered is to be over
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208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719
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• Subgrade surface must pass both visual inspection and compaction testing.
• It should be anticipated that the surface soil will rut or deflect severely if wet
when loaded with rubber tire equipment. Wet or deflecting areas are to be over -
excavated and repaired with structural fill at the time of construction. Subgrade
issues caused by using rubber tire equipment on wet subgrade soils are to be
repaired by and any additional cost borne by the contractor.
• Imported structural fill used to repair over excavations or to elevate the building
pads, support foundations or other concrete, and beneath future pavements
should meet the "Sub Base" specifications of the ISPWC Specifications.
• The cleared, grubbed and approved subgrade and each lift of imported structural
fill is to be compacted to a minimum of 95% of the maximum dry density as
determined by ASTM D698, "Standard Proctor".
• Inplace testing to confirm proper compaction is required. One test each lift,
(minimum of three), for every 5000 square feet of fill surface is recommended.
The project geotechnical engineer can waive subgrade compaction testing based
upon visual inspection at the time of construction.
• For structural fill placed on residential lots, inspection at the time of testing should
confirm that subgrade and structural fill is firm and stable, and free of soft,
excessively wet, or deflecting areas. Subgrade and structural fill can pass
compaction results and still be rejected if rutting or deflection is present.
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208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719
SITE
QNSULTING, LLC
• Unacceptable soils are to be removed to firm bearing or a maximum depth of 2.0'
and replaced with structural fill. Over excavation of wet or soft areas must
extend laterally outside foundations a distance equal to the depth of fill.
• Based upon an R -Value result of R=20, it is recommended that ACHD right of
ways consist of the following section. It is noted that SITE uses a maximum
value of R=20 for design of residential streets.
Structural Layer
Thickness
HMA
2.5"
Base Course
4.0"
Sub Base
10.0"
• The following slab on grade floors sections are recommended for inside the
residential structures:
Structural
Layer
Living
Space
Garage
Floors
PCC w/ fiber mesh
4.0"
4.0"
Base Course
4.0"
6.0"
Subgrade
Properly Compacted
and Inspected
Stormwater disposal can be accomplished with conventional infiltration facilities.
A percolation rate of P = 8 inches / hour is recommended for design of onsite
facilities provided they extend to the free flowing sands encountered in the test
pits at greater than five feet deep. It should be anticipated that ACHD will require
confirmation of percolation rate at the time of construction.
• Testing and engineering inspection services recommended herein are critical for
successful construction of the planned subdivision. Any recommendations
provided by a licensed geotechnical or civil engineer during the construction of
this development, that differ from recommendations herein are to be
communicated to SITE prior to execution.
Appendix Follows
208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719
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ONSULTING, LLC
Proposed Plat
Aerial Photo (Test Pit Locations)
Test Pit Logs (3 pages)
Soil Log Legend / Abbreviations and Acronyms
Pavement Section
Well Log
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(Google Earth)
Test Pit Locations by hand held GPS
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208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719
SITE
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TEST PIT LOG
Test Pit: TP -1
File #:
17118-A
Client: Schultz Development
Date Excavated:
03/17/17
Project: Geddes Property
Excavated By:
Culver Excavation
Location: West End
Logged By:1
B. Arnold - SITE
DEPTH
SOILS DESCRIPTION
1.0" 1 3/4" 1 1/2" 1 3/8" 1 #4
#10 #40 #100
#200 %M LL PI
0.0-1.0
Brown, Moist, Silty, SAND with 4-6" rootzone
1.0-5.0
Brown, Wet, Silt / Sand with cemented layers
5.0-11.0
Tan to White, Wet to Saturated, SAND
11.0
Bottom of Test Pit
Groundwater at 10.5'
Sloughing Soils below Groundwater
Monitoring Well Installed... TL=14.33', CH=3.44'
208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719
SITE
ONSULTING, LLC
TEST PIT LOG
Test Pit: TP -2
File #:
17118-A
Client: Schultz Development
Date Excavated:
03/17/17
Project: Geddes Property
Excavated By:
Culver Excavation
Location: Center, North side
Logged By:1
B. Arnold - SITE
DEPTH
SOILS DESCRIPTION
1.0" 1 3/4" 1 1/2" 1 318" 1 #4
#10 #40 #100
#200 %M LL PI
0.0-1.0
Brown, Moist, Silty, SAND with 4-6" rootzone
1.0-5.0
Brown, Moist, Sandy, Silt with cemented layers
R -Value Sampled
5.0-10.0
Brown, Moist, Silty, SAND
10.0-10.2
2-3" cemented silt, Hardpan Layer
10.2-11.5
Coarse, Tan to White, Saturated, SAND
11.5
Bottom of Test Pit
Groundwater at 11.0'
Sloughing Soils below Groundwater
Monitoring Well Installed... TL=15.09', CH=3.3.58'
208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719
SITE
ONSU LTI NG, LLC
TEST PIT LOG
Test Pit: TP -3
File #:
17118-A
Client: Schultz Development
Date Excavated:
03/17/17
Project: Geddes Property
Excavated By:
Culver Excavation
Location: East End
Logged By:1
B. Arnold - SITE
DEPTH
SOILS DESCRIPTION
1.0" 1 3/4" 1 1/2" 1 3/8" 1 #4
#10 1 #40 1 #100
#200 %M LL PI
0.0-2.0
Brown, Moist, Silty, SAND with 4-6" rootzone
2.0-5.0
Brown, Wet, Silt / Sand with cemented layers
5.0-11.0
Light Brown to Tan, Moist to Saturated, SAND
11.0
Bottom of Test Pit
Groundwater at 10.5'
Sloughing Soils below Groundwater
Monitoring Well Installed... TL=15.00', CH=3.79'
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208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719
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SOIL LOG LEGEND
UNIFIED SOIL CLASSIFICATION SYSTEM
(ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES)
DIVISIONS
American Association of State Highway & Transportation Officials
I TYPICAL DESCRIPTIONS
COARSE
GRAINED
SOILS
< 50% - #200
GRAVEL &
GRAVELLY
SOILS
<50% - #4
< 5% #200
GW Well -graded gravel, gravel -sand mixture, little or no fines.
GP Poorly -graded gravel, gravel sand mixture, little or no fines
5-12% 4200
> 12% - #200
GM
GC
Silty gravel, gravel -sand -silt mixtures
Clayey gravel, gravel -sand -clay mixtures
SAND & SANDY
SOILS
> 50% # 4
<5%- #200
SW
SP
Well -graded sand, gravelly sand, little or no fines.
Poorly -graded sand, gravelly sand, little or no fines
>12% - #200
SM
SC
Silty sand, sand -silt mixtures
Clayey sand, sand -clay mixtures
FINE
GRAINED
SOILS
SILTS AND CLAYS
LL < 50%
INORGANIC
ML
CL
Inorganic silt and very fine sand, rock flour, silty or clayey fine sand or
clayey silt with slight plasticity
Lean clay -low to medium plasticity, gravelly clay, sandy clay, silty clay
ORGANIC
OL
Organic silt and organic silty clay of low plasticity
SILTS AND CLAYS
LL > 50%
INORGANIC
MH
CH
Elastic silt, micaceous or diatomaceous fine sand or silty soil.
Fat clay - high plasticity
ORGANIC
OH
Organic clay-meT or high plasticity: organic silt
ORGANIC SOILS
PT
Peat, humus, swamp soil with high organic content
ABBREVIATIONS AND ACRONYMS
AASHTO
American Association of State Highway & Transportation Officials
ACP
Asphaltic Concrete Pavement
ASTM
American Society for Testing and Materials
BH
Bore Hole
IBC
International Building Code
ISPWC
Idaho Standard for Public Works Construction
ITD
Idaho Transportation Department
NP
Non Plastic
PCC
Portland Cement Concrete
PCF
Pounds per Cubic Foot
PSF
Pounds per Square Foot
TP
Test Pit
USCS
Unified Soil Classification System
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208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719
SITE
/0"'CONSU LTI NG, LLC
DESIGN SECTION CALCULATIONS
Project: Geddes Property File No.: 17118-A
Geddes @ MoonLake Drive Calc By: B. Arnold
Client: Schultz Development Date: 03/27/17
Design Thickness Equation:
T = (0.0384) (TI) (100-R) = GE (inches)
T= Design Thickness TI = Traffic Index = 6 By ACHD
GE = Gravel Equivalent R = R -Value = 20 By Soils Test
GE= 18.4 Inches
ACHD ACP, 3/4" Road Base and Aggregate Subbase
Actual Thickness Equivalent Thickness
ACHD Asphalt Concrete Thickness = 2.5 Inches ACE= 5.0 Inches
3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.6 Inches
Calculated Aggregate Subbase Thickness Equation:
SB= 9.8 Inches
RECOMMENDED DESIGN SECTION
Asphaltic Concrete= 2.5 inches
3/4" Road Base = 4.0 inches
Aggregate Subbase = 10.0 inches
SITE Recommends maximum R -Value of R=20 for Subdivisions
208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719
/OO"SITE
CONSULTING, LLC
WELL LOGS
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208-440-6276 bjarnoldpe@msn.com Post Office Box 190537 Boise, Idaho 83719
ADA COUNTY STREET NAME REVIEW
Review Date: March 29, 2017
Project Name:
Parcel Number(s):
Project/Plat Applicant
GEDDES SUB
51203223480
SCHULTZ DEVELOPMENT
City/County Agency: ADA COUNTY -MAOI
Preliminary Plat
Final Plat RX
T/R/S 3N 1W 03
Phone No: 208-880-1695
THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT
N BLACK CAT RD
Proposed Street Names:
1 N GEDDES PL
2 W SHIRDALE CT
3 W SHIRDALE ST
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Comments
W USTICK RD
Post type should be "Ave"
PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS
Please replace existing street N GEDDES PL with N GEDDES AVE - COUNTY WILL FIX
Please replace N GEDDES PL with N GEDDES AVE
NOTE: If there are corrections and changes recommended, please make these changes on the subdivision plat and
resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be
presented to the Ada County Surveyor at time of recording.
Codes/criteria reeardine denial
A Sounds like an existing street
B Alignment with existing street
C Duplicate street name within Ada County
D Street name exceeds 13 letters
E Other
The overall final street names are subject to change at Final Plat phase levels
due to design changes, time constraints and or previous recorded plat street alignments.
Page 1 of 1
STREET NAME REVIEW APPLICATION
Please attach a legible copy of Plat or site plan with the application and submit directly to.
Ada County Assessor -100 E. Front Street, Boise, 10 83702, Email. Streetnamemail@)adaweb.net
Applications will be reviewed in the order in which they are receivers
Application Date r March 28, 2017 Review Needed 8y I April 14, 2017
Project/Subdivision Name Geddes Subdivision Preliminary Plat
Final Plat ✓
Type Of Dwelling(S)/Structure(s) Proposed Single Family O Multi -Family Other
I'm Applying To: Name New Public or Private Street(s) ® Change Existing Street Name
Existing Street Name
Number Of New Public Streets Proposed 2 Number Of Private/Changed Streets Proposed
(please Attach Plat/Plan) (Please Attach Plat/Plan)
Private/Changed Street Names Choices 1st Choice 2nd Choice
3rd Choice 4th Choice
Applicant Information
Company/Firm Name: Schultz Development
AppiicantType: Architect Developer Engineer (P�&jZ Dept. CCoontractor Owner
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Agent/Contact Name: Matt Schultz
Phone- 1 880-1695 ---- Email: sehultzdevelopnientcieyahoo.corn
Subject Property Information
Township Range sectwn
Location/Street Address N. Geddes Place 3N 11w FT -1
.... .......
Parcel Number(s) 1 8120322300
owner Information
.Same As Applicant? No Q Yes FJ
Owner Name/Company I Robert Campbell Phone I 373887
Address 13313 W Cherry Lane, #144 City I Meridian � State ID Zip 83642
Street name reviews will be completed within 2 to 3 weeks of receipt of application.
Completed reviews will be uploaded to the following Ada County /assessor link:
https://adacounty.id.goy/Assessor(Land-Records/Strect-Namin and -Addressing
Ada County Assessor -190 E. front St., Suite 107, Boise, la 83702 - phone: 208-287-7273
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From: Jessica Clark
To: Street NameMail; Ada County Sheriff Maps-addressing(qada911.net); Chris Campbell; Don Watts; Greg
Timinskv; Ross Oven; Scott Buck; Terry Gammel; Travis Tyson
Cc: Terri Ricks
Subject: RE: Geddes Sub Street Name Review - In Meridian Impact
Date: Wednesday, March 29, 2017 2:27:31 PM
i • ,
Thank You
JeSSZCCI Clark
Ada Ccunty Assessor
Land Records Analyst
208-287-727'1
208-287-72,19 fax
iclark@adaweb.net
From: Amanda Morse On Behalf Of Street NameMail
Sent: Wednesday, March 29, 2017 1:36 PM
To: Ada County Sheriff (Maps-addressing@ada911.net); Chris Campbell; Don Watts; Greg Timinsky;
Jessica Clark; Ross Oyen; Scott Buck; Terry Gammel; Travis Tyson
Cc: Terri Ricks
Subject: Geddes Sub Street Name Review - In Meridian Impact
Greetings,
The Ada County Assessor is reviewing the subject project for street naming purposes. Please
reply all with an email of your approval, denial or any comments within 10 business days of
the transmittal date. If no response is received, it will be considered there is no objection to
the recommendations made in the street name review.
Thank you,
Amanda Morse
GIS Technician
Ada County Assessor's Office
190 E Front St, Ste 107
Boise, ID 83702
(208)287-7273
agmorsel@adaweb.net
From: Travis Tyson
To: Street NameMail; Ada County Sheriff (Maps -addressing( ada911.netj; Chris Campbell; Don Watts; Greg
Timinskv; Jessica Clark; Ross Oven; Scott Buck; Terry Gammel
Cc: Terri Ricks
Subject: RE: Geddes Sub Street Name Review - In Meridian Impact
Date: Wednesday, March 29, 2017 2:32:13 PM
Attachments: image001.png
Approved.
Please let me know if you have any questions.
Have a great day!
Travis Tyson
911 GISAnalyst
208.577.3613
ttvson(@adaweb.net
www.adasheriff.or�
A .
~;r` )A COUNITY SHERIFFS OFFICE
From: Don Watts
To: Street NameMail; Ada County Sheriff (Maps-addressing(a)ada911.net); Chris Campbell; Greg Timinskv; Jessica
Clark; Ross Oven; Scott Buck; Terry Gammel; Travis Tyson
Cc: Terri Ricks
Subject: RE: Geddes Sub Street Name Review - In Meridian Impact
Date: Wednesday, March 29, 2017 2:35:02 PM
Approved
Don Watts
hs Land Records Supervisor
Ada County Assessor's Office
lgo E. Front St., Boise, ID 83702
(208)287-7267
dwatts@adaweb.net