ApplicationHearing Date: September 7, 2017
File No.: H-2017-0109
Project Name: Kentucky Ridge Estates South
Request: Request for preliminary plat consisting of 19 building lots and 3 common lots on
5.5 acres of land in the R-4 zoning district, by Hayden Homes Idaho, LLC.
Location: The site is located east of S. Linder Road and south of W. Victory Road, in the NW 1/4 of
Section 25, Township 3N., Range 1W.
((IE IDIAN----
Planning Division
DEVELOPMENT REVIEW APPLICATION
STAFF USE ONLY:
Project name:
File number(s):, 2•�� d`
Assigned Planner: Related files:
Type of Review Requested (check all that apply)
❑ Accessory Use
❑ Planned Unit Development
❑ Administrative Design Review
10reliminary 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
Applicant Informa--r[
ion
Applicant name: 1 lA
Phone: ( !1$ )$ 0 1 1 �S
Applicant address: 14-0 4, N '`ka, �1 �'U [c, Email: tW10[Lw", V 6w, ho
City: e4W Ak 6tl State: _tt> Zip: ab-�� OZ
Applicant's interest in property: f i ❑f Own ❑ Rent ❑ Optioned C(Other Y-)[takY
� � I,VDI 'r'`k� �G . ti(• �Q !�p`S`�C1 Phone: R4 1 ' '570qOwner name: T
Owner address: �•®. Email: M&AP V-CDyi ';f
City: State: Zip: 103u
Agent/Contact name (e.g., architect, engineer, developer, representative):
Firm name:
Agent address:
City:
Primary contact is: [� Applicant ❑ Owner ❑ Agent/Contact
ect Property Information
Phone:
Email:
State: Zip:
Location/street address: ''� ` `) W-1—�
- Qm5 Township, range, section:
Secfk;r -S 30 [VJ
Assessor's parcel number(s): R 4vi, 2. b (o ( 0 5 Total acreage: 5. h' A4 , Zoning district: R, —+
Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste, 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.meridianci .org/planning
-1- (Ren. 06/12/2014)
Project/subdivision name: V -60-G,
General description of proposed project/request:
4 o Q, A n., .�1..� �i� Pa i V iCiUh--%
Proposed zoning district(s):
Acres of each zone proposed:
0
4-
l_ 1rt-, r 2�) C&v, -t , , S,v4p -;.�
Type of use proposed (check all that apply):
t�rResidential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other �(
Who will own & maintain the pressurized irrigation system this developments?}
Which irrigation district does this property
lIlie_ (within? � j � W , �"I r , �, _-
Primary irrigation source: �L ^t" W Secondary: `"" "7
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water):
Residential Project Summary (if applicable)
Number of residential units: Number of building lots:
Number of common lots: Number of other lots:
Proposed number of dwelling units (for multi -family developments only):
1 bedroom:
2-3 bedrooms:
4 or more bedrooms:
Minimum square footage of structure (excl. garage): 1 Maximum building height: SSI
Minimum property size (s.f): 00 t coo ` Average property size (s.f.):
Gross density (Per UDC 11-1A-1): ,4'S D'U/1 Net den it (Per UDC I1 -1A-1):
Acreage of qualified open space: ercentage o qualified open VMIP.
Type and calcu�lations of qualified open space provided in acres (Per UDC 11 -3G -3B): moi«— 0V t,+^c,,(d
Amenities provided with this development (if applicable): _
Type of dwelling(s) proposed: YSingle-family Detached
❑ Duplex ❑ Multi -family ❑ Vertically Integrated
Non-residential Project Summary (if applicable)
Number of building lots:
Gross floor area proposed:
Hours of operation (days and hours):
Total number of parking spaces provided:
Authorization
Print applicant name: 1 A 1vV0.WA
Common lots
❑ Single-family Attached ❑ Townhouse
❑ Other
Other lots:
Existing (if applicable):
Building height:
Number of compact spaces provided:
Applicant signature: Date:
(i ' - V
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
-2- (Rev. 06/12/2014)
EXTERIOR
BOUNDARY DESCRIPTION
FOR
KENTUCKY RIDGE ESTATES SUBDIVISION No.4
The following describes a Parcel of Land being a Re -Subdivision of a portion of Lot 3, Block 3 of
Kentucky Ridge Estates Subdivision as file for Record in Book 70 of Plats at Page 7191-7192,
Records of Ada County, Idaho and Lying in a portion of the NE 1/4 NW 1/4 of Section 25,
Township 3 North., Range 1 West., Boise Meridian., Ada County, Idaho and more particularly
described as follows:
COMMENCING at the Northeast Corner (N 1/4 Corner) of said Section 25 being Marked by a
5/8 " Iron pin; From which, the Northwest Corner of said Section 25 bears, North 89°20'30"
West, 2640.21 feet being Marked by a 5/8 " Iron pin; Thence along the Easterly Boundary Line
of the NE 1/4 NW 1/4 of said Section 25, South 00027'48" West, 1323.60 to the Southeast
Corner NE 1/4 NW 1/4 (North 1/161h Corner) of said Section 25; Thence leaving said Easterly
Boundary Line, and along the Southerly Boundary Line of the NE 114 NW 1/4 of said Section 25,
North 89023'16" West, 487.00 feet to the Southeast Corner of Lot 3, Block 3 of said Kentucky
Ridge Subdivision, the POINT OF BEGINNING:
Thence continuing along said Southerly Boundary Line, North 89°23'16" West, 835.02 feet to
the Southwest Corner of the NE 1/4 NW 1/4 (Northwest 1116th Corner) of said Section
25;
Thence leaving said Southerly Boundary Line, and along the Westerly Boundary Line of the NE
1/4 NW 114 of said Section 25, North 00°32'33" East, 391.74 feet to the Southwest
Corner of Lot 13, Block 5 of Kentucky Ridge Estates Subdivision No.3 as filed for Record
in Book 168 of Plats at Pages 15162 thru 15166, Records of Ada County, Idaho;
Thence leaving said Westerly Boundary Line, and along the Southwesterly Boundary Line of
said Kentucky Ridge Estates Subdivision No.3, South 49031'35" East, 89.91 feet to a
found 5/8" iron pin w/plastic Cap "REB 12458"
Thence continuing, South 41003'25" East, 121.21 feet to a found 5/8" iron pin w/plastic Cap
"REB 12458";
Thence continuing, South 42009'55" East, 115.22 feet to a found 5/8" iron pin w/plastic Cap
"REB 12458";
Thence leaving said Southwesterly Boundary Line, and along the Southerly Boundary Line of
said Kentucky Ridge Estates Subdivision No.3, South 89°23'16" East, 98.01 feet to a
found 5/8" iron pin w/plastic Cap "REB 12458";
Thence continuing, North 00°36'44" East, 116.00 feet to a found 5/8" iron pin w/plastic Cap
"REB 12458";
Thence continuing, South 89023'16" East, 352.92 feet to a found 5/8" iron pin wlplastic Cap
"REB 12458";
Thence continuing, North 00°27'48" East, 126.74 feet to a found 5/8" iron pin w/plastic Cap
"REB 12458";
Thence continuing, South 89°32'12" East, 156.00 feet to the Easterly Boundary Line of Lot 3,
Block 3 of said Kentucky Ridge Estates Subdivision;
Thence leaving said Southerly Boundary Line, and along the Easterly Boundary Line of Lot 3,
Block 3 of said Kentucky Ridge Estates Subdivision, South 00°27'48" West, 402.15 feet
to the POINT OF BEGINNING:
Said Parcel contains 5.49 acres more or less.
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itwww.IIAYDEN-HOMES.com
Building Life Stories and Family Memories
July 20, 2017
City of Meridian
Attention: Sonya Allen, Associate City Planner
33 E. Broadway Ave., Ste 102
Meridian, ID 83642
Re. Kentucky Ridge Estates, Phase 4 — Preliminary Plat Application Narrative
Dear Ms. Allen,
On behalf of the developer and owner, T&M Holdings, I am submitting the enclosed
preliminary plat application for the above referenced subdivision. The submittal includes
the preliminary plat, landscape plan and all supplemental information as required by the
City's Preliminary Plat Application Checklist.
This proposed subdivision phase is the fourth phase of the preliminary plat (Meridian File
No. PP -13-040, AZ -14002, and Development Agreement Instrument No. 114036593)
originally approved in 2013 as Revolution Ridge... As you are aware, the preliminary plat
approval for this Phase expired necessitating this resubmittal. There have been no
changes to the proposed subdivision, from the originally approved, plan.
The property is situated South of Victory Road, and West of Stoddard Road. The
proposed plat consists of (19) single-family lots and (3) common area lots. The proposed
subdivision meets the requirements and provisions of the City's UDC.
We have been as thorough as possible in preparation of this application. However, if
there is any additional information or clarification that would be helpful in the timely
review of our application, please don't hesitate to give me a call at (208)869-9785, or
email me at tmokwa@hayden-homes.com
Sincerely,
Tim Mokwa
Hayden -Homes
(Local Address) 1406 N. Main St., Ste 109, Meridian ID 83642
246+ SW Glacier Place Suite 110, Redmond Oregon 97756
8o0-923-6607 GGV oR-17252c wn-11AYDE11L.937U11 ID -RCL•' -291.(.t. Fax 54.1-548-0761
�D
` itleOne
a tiric & escrow co.
Order Number: 14238279
For value received,
ADA COUNTY RECORDER Christopher D. Rich 2014-073444
BOISE IDAHO Pgs=3 VICTORIA BAILEY 09/09/2014 04:10 PM
TITLEONE BOISE $16.00
Warranty Deed
C4 Land, LLC an Idaho Limited Liability Company
the grantor, does hereby grant, bargain, sell, and convey unto
T&M Holdings, LLC , an Idaho Limited Liability Company
whose current address is 16166 N. 201h Street Nampa, ID 83687
the grantee, the following described premises, in Ada County, Idaho, to wit:
Lot 3 in Block 3 of Kentucky Ridge Estates Subdivision, according to the official plat thereof, filed in Book 70 of Plats
at Pages 7191 and 7192, and as Amended by an Affidavit recorded January 11, 1996 as Instrument No. 96003103,
records of Ada County, Idaho.
Except:
A parcel of land located in the Northeast quarter of the Northwest quarter of Section 25, Township 3 North, Range 1
West, Boise Meridian, Ada County, Idaho, being further described as follows:
Basis of Bearings:
The North line of the Northwest quarter of Section 25, Township 3 North, Range 1 West, Boise Meridian, derived
from found monuments and taken as South 89°20'30" East with the distance between monuments found to be
2640.21 feet.
Beginning at a point from which the North quarter corner of said Section 25 bears North 51°47'32" East a distance of
1472.08 feet; thence
South 2605'03' East a distance of 93.01 feet; thence
South 44°00'32" East a distance of 138.02 feet; thence
South 00°36'44" West a distance of 55.45 feet; thence
North 89°23'16' West a distance of 87.64 feet; thence
North 42°09'55" West a distance of 108.41 feet; thence
North 41'03'25' West a distance of 29.73 feet; thence
North 48°56'35' East a distance of 75.26 feet; thence
North 26°05'03" West a distance of 97.59 feet; thence along a curve to the left with a radius of 55.00 feet and a
central angle of 31 °39'12" an arc length of 30.38 feet with a chord bearing of South 85°08'48" East, and a chord
distance of 30.00 feet to the Point of Beginning.
To have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever.
And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of
said premises; that they are free from all encumbrances except those to which this conveyance is expressly made
subject and those made, suffered or done by the Grantee; and subject to all existing patent 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 warrant and defend the same from all lawful claims whatsoever. Whenever the
context so requires, the singular number includes the plural.
C4 Land, LLC
By:
im avid Conger, ber
By:
Jake L. Centers, Member
�D
TitleOne
i talc & —row co.
Order Number: 14238279
Warranty Deed
For value received,
C4 Land, LLC an Idaho Limited Liability Company
the grantor, does hereby grant, bargain, sell, and convey unto
T&M Holdings, LLC , an Idaho Limited Liability Company
whose current address is 16166 N. 201h Street Nampa, ID 83687 -
the grantee, the following described premises, in Ada County, Idaho, to wit:
Lot 3 In Block 3 of -Kentucky Ridge Estates Subdivision, according to the official plat thereof, filed in Book 70 of Plats
at Pages 7191 and 7192, and as Amended by an Affidavit recorded January 11, 1996 as Instrument No. 96003103,
records of Ada County, Idaho.
Except:
A parcel of land located in the Northeast quarter of the Northwest quarter of Section 25, Township 3 North, Range 1
West, Boise Meridian, Ada County, Idaho, being further described as follows:
Basis of Bearings:
The North line of the Northwest quarter of Section 25, Township 3 North, Range i West, Boise Meridian, derived
from found monuments and taken as South 89°20'30" East with the distance between monuments found to be
2640,21 feet.
Beginning at a point from which the North quarter comer of said Section 25 bears North 51'4T32" East a distance of
1472.08 feet; thence
South 26°05`03" East a distance of 93.01 feet; thence
South 44°00'32" East a distance of 138.02 feet; thence
South 00°36'44" West a distance of 55.45 feet; thence
North 89°23'16' West a distance of 87.64 feet; thence
North 42°09'55" West a distance of 108.41 feet; thence
North 41'03'25° West a distance of 29.73 feet; thence
North 48°56'35' East a distance of 75.26 feet; thence
North 26°0503' West a distance of 97.59 feet thence along a curve to the left with a radius of 55.00 feet and a
central angle of 31'39'12" an arc length of 30.38 feet with a chord bearing of South 85°08'48" East, and a chord
distance of 30.00 feet to the Point of Beginning.
To have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever.
And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of
said premises; that they are free from all encumbrances except those to which this conveyance is expressly made
subject and those made, suffered or done by the Grandee; and subject to all epsting patent reservations, easements,
right(s) of way, protective covenants, zoning ordinances, and applicable building codes, taws 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 warrant and defend the same from all lawful claims whatsoever. Whenever the
context so requires, the singular number includes the plural.
C4 Land; LLC
By:
Jim David Cong , M r
By: --
J k L, enters, Member
State of ID, County of ADA, ss.
On this 9th day of September 2014, before me, the undersigned, a Notary Public in and for said State,
personally appeared Jim David Conger, 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
IN WIT ESS WHEREOF, I have hereun sem hand and affixed my official seal the day #pd)ld&? fri
certificate firs
Notary Public for I aho i;ud,iIrg, lar, kckaho
U
My Commission Expires.
State of 1D, County of ADA, ss.
On this 9(h day of September 2014 before me, the undersigned, a Notary Public In and tt4�1 State,
personally appeared Jake L. Centers, known or Identified to me to be a Member of the limited liability 66mpaw
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.
IN WI NESS WHEREOF, I have hereuntoset my hand and affixed my official seal the day and year in this
certificate firs
IN W' NES
certificate 'is
......... p4 Q.
u r
-Nota ublic for
Me inn, ldi)ho
My Commission Expi
%
00
2551 FBILEn =,r c�Arrrnr s
¢� CERTIFICATE OF ORGANIZATION
JHo.
4 LIMITED LIABILITY COMPANY 30,j� P 3• Z4:
r�r� 041 (Instructions on back of application)
1. The name of the limited liability company is:
T&M Holdings LLC
2. The complete street and mailing addresses of the initial designated/principal office:
2074 Pacific Ridge, Eagle, ID 83616
(Street Address)
P.O. Box 1341, Eagle, ID 83616
(Mailing Address, if different than street address)
3. The name and complete street address of the registered agent:
Gregory A. Byron 3101 W. Main, Suite 200, Boise, ID 83702
(Name) (Street Address)
4. The name and address of at least one member or manager of the limited liability
company:
Name
Douglas R. McMaster, Manager
Dave W. Turner, Manager
Address
P.O. Box 1341, Eagle, ID 83616
10248 Turner Drive, Middleton, ID 83644
5. Mailing address for future correspondence (annual report notices):
P.O. Box 7156, Boise, ID 83707-1156
6. Future effective date of filing (optional):
Signature of organizer(s). (An organizer is a member, or is
acting in behalf of a member'i members).
Signature
Typed Name: Gregory A: Byron, C rganizer
0
Signature r ��
Typed Name:
i&
Secretary of State use only
IDAHO SECRETARY OF STATE
O6/28/201O 05:00
CK: 4084 CT: 44531 BH: 1228537
1 @ 100,00 = 100.00 ORGAN LLC 0
1 @ 20.60 = 20.00 EXPEDITE C A
W 9y�4�i
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
COUNTY OF ADA )
Douglas R. McMaster, Manager
I T&M Holdings LLC
(name)
(city)
being first duly sworn upon, oath, depose and say:
Po, &yd4.410
(address)
Idaho
(state)
That I am the record owner of the property described on the attached, and I grant my
permission to:
Tim Mokwa
Hayden Homes Idaho LLC 1406 N. Main St, Meridian ID 83642
(name) (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 of the application.
I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said a4plication(s).
Dated this 20th day of
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
oe
rN
T(Nota Public for Idaho)
Aw Residing at:
ze
9�� NL�C O �.
�� My Commission Expires: ,7
•'••:� OF ID �'; ••�•
2017
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
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CITY OF MERIDIAN
PRE -APPLICATION MEETING NOTES
ProjecUSubdivision Name: Kentucky Ridge Estates South Date: 6/28/17
Applicant(s)/Contact(s): Tim Mokwa, Doug McMasters Chad Kinkela
City Staff: SonVa, Bruce
Location: S of W Victory Road west of S Kentucky Way Size of Property: 5.5
Comprehensive Plan FLUM Designation: LDR (3 or fewer units/acre)
Existing Use: Vacant/undeveloped Existing Zoning: R-4
Proposed Use: SFR (19 bldq lots/units) Proposed Zoning: NA
Surrounding Uses: SFR
Street Buffer(s) and/or Land Use Buffer(s): NA
Open Space/Amenities/Pathways: NA - open space was provided in previous phases
Access/Stub Streets:
Waterways/Floodplain/Topography/Hazards: The Sundall Lateral crosses the SWC of the site; if not improved as a water amenity,
open vision fencing at least 6' in height is required per UDC 11 -3A -6B.
History: AZ -14-002 (DA #114036593)0 PP -13-040 Revolution Ridge (PP expired in 3/2017)
Additional Meeting Notes:
• Submit a new preliminary plat; comply with dimensional standards of the R-4 district in UDC Table 11-2A-5
• Development of the site is required to comply with the approved site plan & concept elevations per the DA
• DA allows the Sundall Lateral to remain open and not be piped
• Name of plat can't contain a phase number
Note: A Traffic Impact Study (TIS) will be required by ACHD for large commercial projects and any residential development with over 100 units. To
avoid unnecessary delays & expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application
to the City. Not having ACHD comments and/or conditions on large projects may delay hearings) at the City. Please contact Mindy Wallace at 387-
6178 or Christy Little 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)
❑
Settler's Irrigation District
❑ Building Department
❑ Republic Services
❑
Police Department
❑ Parks Department, Jay
❑ Central District Health Department
❑
Fire Department
❑ Other:
Application(s) Required:
❑ Administrative Design Review ❑ Conditional Use Permit Mod ification/Transfer ❑ Rezone
❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat
❑ 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 with 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 and/or Comp Plan may
affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months.
www.ItAYDEN-HOMES.com
Building Life Stories and Family Memories
July 7, 2017
Attention: Adjacent Owner to the proposed Kentucky Ridge Estates, Phase 4
Subdivision
In accordance with the requirements of the City of Meridian Uniform Developent Code
(UDC) applicants of a proposed subdivision are required to hold a neighborhood meeting
to provide an opportunity for public review of the proposed project prior to the submittal
of an application. This mailing is intended to provide notice of that required meeting.
We are currently preparing the final plat and construction plans for the fourth and final
phase of the Kentucky Ridge Estates Subdivision. The original preliminary plat approval
for the project has expired, creating the requirement that we re -submit the preliminary
plat. Prior to that application being made, we are providing the opportunity for interested
adjacent owner's to review the proposal and ask questions.
The meeting is scheduled to take place as follows:
Date: Tuesday, July 18, 2017
Time: 6:00 PM
Meeting Location: End of Pavement at S. Cobble Ave. (see map)
Please see the attached Vicinity Map which indicates the location of the meeting and the
Phase 4 location.
Sincerely,
Tim Mokwa
Hayden -Homes
24.6.1. SW Glacier Place Suite tto, Redmond Oregon 97756
800-923-66o7 ccit� oR-172526 NVA-rinvocr1t_9-t7nr< 10-RGr-29,,x,4, Fax 54.1-54.8-o76i
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parcel primary_o\ secondary_ mailing_ad mailing_cit physical_a( physical_address_city_state_zip
R4882810E CITY OF ME 33 E BROAI MERIDIAN
936 W RIO1 MERIDIAN ID 83642-0000
R4882810E T & M HOL 16166 N 2C NAMPA ID
W BLUE D(MERIDIAN ID 83642-0000
R4882810E WISCOMBE WISCOMBE 10105 W Si BOISE ID 8937
W RIOT MERIDIAN ID 83642-0000
R4882810E BOLES ROE BOLES KAT 871 W RIOT MERIDIAN
871 W RIOT MERIDIAN ID 83642-0000
R4882830C FITZPATRIC 1009 W JUI MERIDIAN
1009 W JUI MERIDIAN ID 83642-0000
R48828301 OLSON LYL OLSON LIN 965 W JULI MERIDIAN
965 W JULI MERIDIAN ID 83642-0000
R48828302 KENTUCKY PO BOX 2'.TIGARD OR
W RIODOS MERIDIAN ID 83642-0000
848828302 HARRIS DO HARRIS PAI 1195 W RI( MERIDIAN
1195 W RI( MERIDIAN ID 83642-0000
R48828302 GARZA-RO! GARZA-RO' 1179 W RI( MERIDIAN
1179 W RI( MERIDIAN ID 83642-0000
R48828304 HAYDEN H( 2464 SW G REDMOND
1011 W RI( MERIDIAN ID 83642-0000
R4882810E KENTUCKY 420 S BITTE BOISE ID 83379
S KEN MERIDIAN ID 83642-0000
R4882810E SAILOR EAF SAILOR CAI 827 W RIO1 MERIDIAN
827 W RIOT MERIDIAN ID 83642-0000
1148828107 MEE 0 GAF MEE SHAR(854 W BLU MERIDIAN
854 W BLU MERIDIAN ID 83642-0000
1148828107 MILES CHA MILES ANN 938 W BLU MERIDIAN
938 W BLU MERIDIAN ID 83642-0000
R4882810E BECKER TIS BECKER LIS 911 W BLU MERIDIAN
911 W BLU MERIDIAN ID 83642-0000
R4882830C PLUMMER 962 W RIOT MERIDIAN
962 W RIOT MERIDIAN ID 83642-0000
R4882830C GOLLOBIT 1 984 W RIO1 MERIDIAN
984 W RIOT MERIDIAN ID 83642-0000
R4882830C SCHLIEKER SCHLIEKER 1028 W RI( MERIDIAN
1028 W RI( MERIDIAN ID 83642-0000
R4882830C BARTLETT I BARTLETT 11050 W RI( MERIDIAN
1050 W RI( MERIDIAN ID 83642-0000
R4882830C SCHOUMAI 987 W JULI MERIDIAN
987 W JUL[ MERIDIAN ID 83642-0000
R48828302 BACH WILL BACH JENN 1130 W RI( MERIDIAN
1130 W RI( MERIDIAN ID 83642-0000
R48828302 BAXTER GR BAXTER KE 1168 W RI( MERIDIAN
1168 W RI( MERIDIAN ID 83642-0000
R48828304 RASH RYAN RASH KELLI 1077 W RI( MERIDIAN
1077 W RI( MERIDIAN ID 83642-0000
848828304 BRITAIN JII\ BRITAIN M 1033 W RI( MERIDIAN
1033 W RI( MERIDIAN ID 83642-0000
S12252125 PETTY KEVI PETTY NOR 1155 W VI(MERIDIAN
1155 W VI( MERIDIAN ID 83642-0000
512252232 BARTON C( PO BOX 31 MERIDIAN
1393 W VI(MERIDIAN ID 83642-0000
R4882810E LILLYWHITI LILLYWHITI849 W RIOT MERIDIAN
849 W RIOI MERIDIAN ID 83642-0000
1148828107JENSEN GRJENSEN DE 882 W BLU MERIDIAN
882 W BLU MERIDIAN ID 83642-0000
R4882810E CHO TRUST CHO BENJP 600 TISDA VALLEJO C/ 883 W BLU MERIDIAN ID 83642-0000
848828201 SHARKEY A SHARKEY JE 855 W BLU MERIDIAN
855W BLU MERIDIAN ID 83642-0000
R4882830C HERMANSE HERMANSE 1519 W TU WEST JORE 1006 W RI( MERIDIAN ID 83642-0000
R48828302 JOHNSTON JOHNSTON 1190 W RI( MERIDIAN
1190 W RI( MERIDIAN ID 83642-0000
R48828304 SABALA FR, SABALA RI(1157 W RI( MERIDIAN
1157 W RI( MERIDIAN ID 83642-0000
848828304 STEUDE CA STEUDE SA 1143 W RI( MERIDIAN
1143 W RI( MERIDIAN ID 83642-0000
R48828304 GAGNON S 1099 W RI( MERIDIAN
1099 W RI( MERIDIAN ID 83642-0000
R48828304 MCKEOWN MCKEOWN 1055 W RI( MERIDIAN
1055 W RI( MERIDIAN ID 83642-0000
R48828304JOSSIS BRE'JOSSIS ALI 13464 S COE MERIDIAN
3464 S COE MERIDIAN ID 83642-0000
S12251312 BILTMORE PO BOX 5: MERIDIAN
S ARCARO MERIDIAN ID 83642-0000
R4882810E IRWIN BRE IRWIN NIKE 8494 S 400 SANDY UT:
915 W RIOI MERIDIAN ID 83642-0000
R4882810E FOX JEREM FOX MIRIAI893 W RIOI MERIDIAN
893 W RIOT MERIDIAN ID 83642-0000
1148828107 HENRY WA HENRY DO1910 W BLU MERIDIAN
910 W BLU MERIDIAN ID 83642-0000
R4882810E EATON JOF EATON PAP 939 W BLU MERIDIAN
939 W BLU MERIDIAN ID 83642-0000
R4882830C SMITH DAA SMITH PAT 1031 W JUI MERIDIAN
1031 W JUI MERIDIAN ID 83642-0000
R48828302 ARBUCKLE 3431 S TRII MERIDIAN
3431 S TRII MERIDIAN ID 83642-0000
R48828304 MILLER KIN MILLER ZA(1121 W RI( MERIDIAN
1121 W RI( MERIDIAN ID 83642-0000
S12252339 CENTERS A CENTERS D PO BOX 5: MERIDIAN
3770 S LIN[ MERIDIAN ID 83642-0000
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 re u' ements and will comply with the posting requirements as stated in
UDC 11-5A-5.
' Digitally signed by Tim Mokwa
I m a Date: 2017.07.19 08:26:29-06'00'
7/20/17
Applicant/agent signature
Date
Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 wwxv.meridiancit,/.org/planning
E IDIAN Meridian City Hall, Suite 102
33 E. Broadway Avenue
1`4 Meridian, Idaho 83642
Community Development 208.887.2211
Department
Parcel Verification
Date:7/24/17
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:
Kentucky Ridge Subdivision #4
R4882810605
5.496
3N 1W 25
T & M Holdings, LLC
16166 N. 20t" St.
Nampa, ID 83687
Address Verification Rev: 04/23/12
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ENGINEERING SUPPORT
DOCUMENTATION
Bob J. Arnold PE civil Engineering
y Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 1 of 24 130721001.doc
Mr. Don Newell
Orion Holdings, LLC
Post Office Box 1939
Eagle, Idaho 83616
Re: Geotechnical Investigation
Sabala Property
1100 Riodosa Place
Meridian, Idaho
Dear Don:
As per your authorization, on July 25, 2013 this engineer observed the excavation
of six test pits on the referenced property. The test pit locations were selected by this
engineer based on preliminary plans provided by KM Engineering. Pits were excavated to
depths of 5.0-12.0 feet below the existing ground surface. It is noted that groundwater
was not encountered in any of the test pits. Test Pit Logs have been prepared and are
attached. All labwork is reported on the Test Pit Logs.
Based on the observed conditions, the property is acceptable from a geotechnical
perspective for development as a residential subdivision. Single-family residences can be
constructed using standard construction methods. Conventional strip foundations and
either crawlspace or slab on grade floor systems are acceptable. Foundations are to be
designed based upon bearing pressures of up to 1500 psf on the native soils or structural
fill extending to the native soils.
Recommendations for foundation construction, earthwork, and pavement design
and storm water disposal are included herein. We appreciate this opportunity to be of
service. Should you have any questions or require additional information, please contact
our office at your convenience.
:onsultant
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold PE Civil Engineering
, Geotechnical Engineering
Materials Testing & inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 2 of 24 130721001.doc
TABLE OF CONTENTS
INTRODUCTION.................................................................................................... 3
Purposeand Scope..................................................................................... 3
Authorization................................................................................................ 3
Warrantyand Limitations............................................................................. 4
VicinityMap................................................................................................. 4
RESEARCH & BACKGROUND............................................................................. 5
General........................................................................................................ 5
FieldInvestigation........................................................................................ 5
Observed Conditions................................................................................... 6
DESIGN & CONSTRUCTION RECOMMENDATIONS .......................................... 7
GeneralEarthwork....................................................................................... 7
Inspection& Testing.................................................................................... 8
Excavations................................................................................................. 9
PavementSection....................................................................................... 9
FoundationSystem...................................................................................... 10
StormWater................................................................................................ 10
Slab on Grade Concrete.............................................................................. 11
UndergroundUtilities................................................................................... 11
Contractor Inspections................................................................................. 12
GeneralComments..................................................................................... 12
APPENDIX............................................................................................................. 13
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold P E CcEngineering
� Civil
Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 3 of 24 130721001.doc
Geotechnical Report
Sabala Property
1100 Riodosa Place - Meridian, Idaho
INTRODUCTION
Purpose and Scope
This report presents the results of a geotechnical investigation and resulting
recommendations for a residential subdivision to be constructed on a parcel located at
1100 Riodosa Place in Meridian, Idaho. The property has been identified as the Sabala
property. This assessment was performed on Ada County Parcels number S4882810020,
S4882810018 & S4882810600. Ada County Assessor website indicated the three parcels
include approximately 24 acres.
The purpose of this investigation was to evaluate the subsurface soil conditions and
provide recommendations for building residential structures and civil construction. The
field investigation included subsurface exploration by means of a rubber tire mounted
backhoe. Soil samples were gathered and test pit logs generated by our project engineer.
Selected soil samples were submitted to soil laboratories for testing. After the field
investigation and laboratory testing was completed, all available field and laboratory test
data was reviewed, the assumed design information was evaluated, and this report was
prepared. This report summarizes our findings, conclusions, and recommendations
regarding the geotechnical aspects of the project.
Authorization
Authorization to proceed with this geotechnical investigation was received from Mr.
Don Newell on or about July 20, 2013. Authorization to proceed and the use of the
recommendations provided herein indicate the client's and their design team's acceptance
of the scope of work, warranty, limitations and general conditions provided herein and
within the submitted and approved proposal.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold, PE Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection services
208-440-6276 bjarnoidpe@msn.com
August 28, 2013 Page 4 of 24 130721001.doc
Warranty and Limitations
The exploration and evaluation of subsurface conditions documented herein is
considered sufficient to form a basis for the provided recommendations. The provided
recommendations are based on the available soil information and preliminary design
details either assumed or furnished by the client. It is warranted that these
recommendations have been promulgated after being prepared in accordance with locally
accepted professional engineering and geotechnical engineering practice. No other
warranties are implied or expressed.
Vicinity Map
Prior to our field investigation, an aerial photo was obtained from Google Earth.
This photo was used in the field with a hand held GPS unit to plot the approximate
locations of the test pits. This photo has been included in the appendix.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Civilal Engineering
Bob J. Arnold, PE
Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 5 of 24 130721001.doc
RESEARCH & BACKGROUND
General
As per your request, on July 25, 2013, this engineer observed the excavation of six
test pits on a proposed subdivision development located on the south side of Victory
Road, just west of Stoddard Drive, in Meridian, Idaho. The subject property includes three
parcels. Two parcels, totaling less than four acres, are east of South Kentucky Way and
one large parcel, of just over 19 acres, is to the west. The large parcel is lot 3, block 3 of
Kentucky Ridge Estates Subdivision and is the west end of the named subdivision. A
single residence is located in the southwest corner of the property. It is understood this
house and property will be subdivided as a lot within the proposed development. Another
residence, on a five acre parcel, is inset in the northwest corner of the subject property
and is not a part of the proposed development. A preliminary plan supplied by the client
indicates that a residential subdivision with approximately 60 lots for single family
dwellings, public streets and large open spaces is planned.
A long driveway from the west end of West Riodosa Drive to the onsite residence
divides the large parcel into two sections, both surrounded by a perimeter fence. This
driveway will become a street within the proposed subdivision. At the time of our field
investigation the fields were used as pastureland and are flood irrigated with irrigation
water from the Sundell Lateral that crosses the southwest corner of the property. At the
time of this investigation, the surface was firm and stable but some recently irrigated areas
were avoided.
Field Investigation
Six Test pits were excavated at the selected locations to explore subsurface
conditions and evaluate their consistency. The test pits were excavated with a tire -
mounted, backhoe equipped with a twenty-four inch bucket. R. P. Jones Drilling of Boise,
Idaho supplied the backhoe and operator. Our engineer gathered representative samples
from the spoil piles during excavation. The samples were field classified, labeled
according to test pit number and depth, bagged in plastic storage bags, and transported to
the laboratory for additional testing. Sieve analysis (ASTM Test Method C136-93),
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold PE
�
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276
bjarnoldpe@msn.com
August 28, 2013
Page 6 of 24 130721001.doc
Moisture Content (ASTM Test Method 2216-92) and Liquid Limit, Plastic Limit and
Plasticity Index (ASTM Test Method D 4318-93) testing were performed on selected
samples. A near surface sample was selected and forwarded to a specialty soils
laboratory for R -Value testing, (Idaho Method T-8). Tests were performed in general
accordance with the cited ASTM and ITD test methods.
Observed Conditions
In all locations the rootzone / organic layer was less than one foot thick. Deeper
roots may be present where trees are currently growing along the driveway and the
perimeter of the property. Test Pit TP -1 was located on the two parcels east of Kentucky
Way and is different than other test pits. This test pit is located on the east side of a pond
area constructed as a part of the natural drainage and stormwater system for Kentucky
Estates Subdivision. Historical aerial photos indicate that this drainage path predated the
adjacent subdivision. In this test pit the ground surface is covered with approximately two
feet moist brown, silt, Beneath this surface layer was approximately five feet of sandy silt.
From 7.0 to 12.0 feet a clean, brown to tan, sand was encountered. It could not be
determined if the sand was naturally occurring or part of an infiltration pond / system
constructed in the early 1990' when the adjacent Kentucky Ridge Estates Subdivision was
developed,
The other five test pits were excavated west of Kentucky Way with three south of
the drive way and two to the north. In all of the test pits elastic silts, lean clays or fat clay
soils were present at the surface. These soils are shallow (1.5 to 2.5 feet) in all locations
except test pit TP -2, in the northwest corner of the north pasture. In TP -2 the elastic silt
soils extended to 3.4 to 4.0 feet below the existing ground surface. In TP -3 to TP -6 a
cemented silt layer was present below the surface soils. This layer varies greatly in
thickness and makeup. In TP -3 and TP- 4 only a'/2 foot thick hardpan layer was present
at the bottom of two and three feet of weakly cemented silts. It TP -5 & TP -6, both south of
the driveway, the cemented silt layer graded to cemented gravel and was 2.5 to three feet
thick and very firm and rigid. In TP -6, the backhoe used to excavate the test pits could not
penetrate the top of the cemented gravels present at the bottom of the cemented layer.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold, PE Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 7 of 24 130721001.doc
Therefore this test pit was terminated before free draining materials were encountered. In
TP -2 to TP -5 free draining sand and gravels were present within 1.5 to two feet of gravel
contact which occurred between three and five feet below the existing ground surface.
Groundwater was not observed in any of the test pits. Well logs available on the
Idaho Department of Water Resources Website indicate that groundwater on the subject
property is between 85 and 105 feet below the existing ground surface. Logs for the
adjacent Kentucky Ridge Estates Subdivision indicate that the sand and gravel soils
present in the bottom of the onsite test pits extend to depths of 35 to 45 feet.
DESIGN & CONSTRUCTION RECOMMENDATIONS
General Earthwork
Fat Clays soils encountered on the property are not acceptable for filling of
residential lots until they are confirmed by additional laboratory testing to be non -
expansive. These materials can be used in landscaped areas such as perimeter berms or
common, open areas and backyards. Blending these soils with the deeper cemented silts
may allow placement of these soils as structural fill. Only in the northwest corner of the
property (TP -2) were these soils deep enough to be a concern to residential foundations.
In all other areas it appears that standard grubbing and crawlspace excavation will
penetrate to acceptable bearing soils.
Removal of the majority of the organic materials will require grubbing of
approximately six to eight six inches of surface soils. Deeper excavation may be required
in areas along the property boundaries or along the driveway where small trees and
bushes are present. The depth of grubbing is to be adjusted in the field to ensure that
organic materials are properly removed from beneath future pavements and structural fills.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Civil Engineering
Bob J. Arnold, PE
Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 8 of 24 130721001.doc
If testing confirms the surface soils can be used for structural fill, moisture contents
will need to be within two percent of optimum for effective compaction. All onsite surface
soils will quickly become too wet or too dry for effective compaction. These soils can be
expected to perform poorly if wet and subjected to rubber tired equipment. If construction
is to occur during wet weather or wet surface soil conditions, low-pressure, tracked
mounted construction equipment is recommended. Rutting caused by the contactor using
rubber -tired equipment on a wet subgrade can be expected and should be repaired at
contractor expense. This information is to be supplied to earthwork contractors prior to
construction.
Structural fills less than three feet deep are to be compacted to 95 % of the
maximum dry density by ASTM D698, Standard Proctor. For deeper fills, and fill intended
to contain irrigation canals or storm water runoff, all fill material and the subgrade surface
are to be compacted to 95 % of the maximum dry density as determined by ASTM D1557,
Modified Proctor.
If building pads are prepared as a part of subdivision development, structural fill is
to extend laterally outside foundations a distance equal to the depth of structural fill.
Structural fill should be placed in uniform, thin horizontal lifts, moisture conditioned as
necessary, and compacted to the above requirements. It is noted that compaction of fine
grained soils will greatly reduce the infiltration rate for surface water, effectively sealing the
ground surface and crawlspace floors to percolation.
Inspection & Testing
A qualified engineer or his representative should monitor fill placement to ensure
the work is performed in accordance with these recommendations. Testing should be
performed in accordance with ASTM Test Methods D3017-88 and D2922-91 (nuclear
densometer). Field nuclear moisture - density testing shall be performed on each lift of
compacted fill for every 2500 square feet of surface area. It is noted that structural fill can
pass compaction tests and still be unacceptable if pumping, rutting or deflecting under
vehicle or foot traffic.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold PE Civil Engineering
, Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 9 of 24 130721001.doc
Excavations
Shallow excavations and trenches that do not exceed four feet in depth may be
constructed with side slopes approaching vertical. Below this depth it is recommended
that slopes not exceed a vertical to horizontal ratio of one to one. The ability of the
materials on site to maintain a vertical or near vertical excavation when standing open
without support over any extended period of time can be expected to be quite variable.
This information is provided for planning purposes. It is our opinion that
maintaining safe working conditions is the responsibility of the contractor. Jobsite
conditions such as soil moisture content, weather condition, earth movements and
equipment type and operation can all affect slope stability. All excavations should be
sloped or braced as required by applicable local, state and federal requirements.
Pavement Section
A pavement section has been calculated based upon a laboratory generated R -
Value of R=5 and Traffic Index of TI=6. Calculation sheets are included in the appendix.
Based upon this data the following pavement sections are recommended.
Material
Layer
Layer
Thickness
Asphaltic Concrete
2.5"
Base Coarse %" minus
4.0"
Sub base Pitrun
12.0"
It is noted, that it is common for the local jurisdiction to require a standard design or
to match existing pavement section when working on collector or arterials. Therefore the
local highway district / street department should be consulted concerning construction
within the Victory Road right of way. Materials meeting the requirements of ISPWC or
ACHD will be required for any work within this project.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Civil Engineering
Bob J. Arnold, PE Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 10 of 24 130721001.doc
Foundation System
The proposed single family residences may be supported on conventional,
continuous and isolated pad foundations founded upon NON -EXPANSIVE native soils or
upon structural fill extending to non -expansive, native soils. Since deep fat clays are
present in the northwest corner of the development it is recommended that crawlspaces or
foundation excavations in this area be inspected by a qualified geotechnical engineering
consultant. Inspection is to confirm that foundations are founded on acceptable soils. If
fat clays are present they can be removed and replaced with structural fill or additional
foundation concrete OR they can be tested and confirmed to be non -expansive. Based
upon proper bearing on appropriate native soils or compacted structural fill, bearing
pressures of up to 1500 psf are allowed. A one-third increase in allowable bearing
capacity is permitted when transient loads such as wind or seismic are included. Either
crawlspaces or slab on grade floors are acceptable.
Storm Water
It is recommended that storm runoff be directed away from all open excavations
and not be allowed to puddle on subgrade soils. Due to the presence of shallow
groundwater, disposal of groundwater in surface detention or retention ponds or
constructed lakes or ponds is recommended. If water is to percolate through the surface
soils (including the cemented soil layer) a percolation rate of P= 1.0 inch/hour is
recommended for design. If drainage facilities are extended to free draining materials
(and backfilled if needed with free draining pitrun) a percolation rate of P = 8 inch/hour is
to be used for design. Extension to free draining conditions is to be confirmed at the time
of construction. It is anticipated that free draining, pitrun type, sand and gravel soil will be
encountered at an average depth of seven feet below the exiting ground surface.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold PE Civil Engineering
, Geotechniccaal Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 11 of 24 130721001.doc
Slab on Grade Concrete
Care must be taken so that all excavations below concrete floors and slabs are
properly backfilled in accordance with the structural fill recommendations outlined herein.
This is very critical where a slab will extend over utility trenches or retaining wall backfill.
Trenches and wall backfill areas are to be filled in lifts and benched each lift so that fill is
not placed against a vertical soil face greater than three feet tall. Testing is to confirm that
compaction has been achieved. Areas of excessive yielding should be excavated and
backfilled with structural fill.
Slab on grade floors, sidewalks and pavements should be placed atop a minimum
of eight inches of granular structural fill materials. This granular mat should consist of
sand or sand - gravel mixture with non -plastic fines. The material should all pass a 3/4
inch sieve and should contain less than seven percent passing the # 200 sieve. The mat
shall be compacted to the requirement for structural fill. This is recommended to reduce
the potential for frost lifting exterior slab on grade concrete during cold winter months. This
potential exists due to the fine grains soils present on the subject property. Such soils can
absorb high moisture contents making them frost susceptible. Any additional fill used to
increase the elevation of slab on grade concrete should meet the compaction requirement
for structural fill. All slabs should be suitably reinforced to make them as rigid as
possible. Proper joints should be provided at the junctions of the slab and foundation
system so that independent movement can occur without causing damage.
Underground Utilities
Test pits revealed that deep utilities trenches will not require dewatering. It is not
anticipated that large backhoes will experience any difficulties excavating the onsite
materials. No bedrock formation was encountered on the subject property.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold P E Civil Engineering
, Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 12 of 24 130721001.doc
Contractor Inspections
This report has been prepared with the intent to provide specific design information
to the developer and the civil engineering consultant. It is not intended to act as any
contractors "Due Diligence" or subsurface inspection prior to estimating construction costs
or actual construction. Contractors that estimate material quantities, material depths, or
the volume and depth to groundwater based solely upon this report do so at their own risk.
It is recommended that such values be confirmed as close as possible to the time / date of
construction at specific locations as detailed in design plans.
General Comments
After the plans and specifications for construction are completed, it is
recommended that this consultant be provided the opportunity to review the final design
and specifications. This review will confirm that the earthwork recommendations have
been properly interpreted and implemented. At that time, it may be necessary to submit
supplementary recommendations. This review is a part of this service and will not result in
additional invoicing unless additional research and recommendations are needed.
Testing and inspection services are recommended herein. Proper quality control
during construction is required to confirm materials and methods and thereby obtain a
desirable finished product. Monitoring and testing should also be performed to verify
suitability of materials used for structural fills and to confirm subgrade grubbing, stability,
and proper placement and compaction of fills. Any deviations from the herein described
subsurface conditions should be brought to the attention of this consultant.
This report has been prepared for the exclusive use of the identified client and their
retained design consultants. Findings and recommendations within this report are for
specific application to the proposed construction described herein and apply only to the
property identified.
Appendix Follows
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
PE
Civil Engineering
E
Bob J. Arnold, f Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 13 of 24 130721001.doc
APPENDIX
Aerial Photo with Test Pit Locations
Test Pit Logs (6)
Pavement Section Calc Sheet
R -Value
Soil Log Legend
Abbreviations & Acronyms
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold, PE
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 14 of 24 130721001.doc
AERIAL PHOTO
Approximate Test Pit Location
Subject Property
Bob J. Arnold, PE 14355 Battenberg Drive Bolse, Idaho 83713
Bob J. Arnold, PE Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 15 of 24 130721001.doc
Test Pit #:
Client:
TP -1
Don Newell
Project: Sabala Property
Location: NE Corner
Test Pit Log
File: 130721001
Date Excavated: 07/25/13
Excavated By: Tire mounted Backhoe
Logged By: BA / CJ
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Sample
#
#
#
#
DEPTH
SOILS DESCRIPTION
Type
4
10
40
200
M
PI
LL
0.0
Rootzone in Black, Silt
0.5
0.5
Moist, Brown, SILT ML
Bag
100
92
71
57.6
20.9
14.5
42.8
2.0
2.0
Moist, Light Brown, Sandy Silt
7.0
7.0
Moist, Brown, Clean, Sand
gag
7.0
100
98
30
2.1
5.7
NP
NP
12.0
gag
100
97
31
3.0
9.0
NP
NP
12.0
Notes
No Groundwater Encountered
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold PE Civil Engineering
y Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 16 of 24 130721001.doc
Test Pit Log
Test Pit #: TP -2
Client:
Don Newell
Project:
Sabala Property
Location:
NW Corner
File:
Date Excavated:
Excavated By:
Logged By:
130721001
07/25/13
Tire mounted Backhoe
BA / CJ
Bob J. Arnold, PE 14355 Battenberg Drive Bolse, Idaho 83713
Sample
#
#
#
#
DEPTH
SOILS DESCRIPTION
Type
4
10
40
200
M
PI
LL
0.0
Rootzone in Moist, Black Silt
0.8
0.8
Moist, Dark Brown, Silt
1.5
1.5
Moist, Light Brown,
Bag
100
99
95
89.9
22.4
20.2
51.5
-
ELASTIC SILT (MH)
2.5
4.0
Sandy at bottom '/2 foot
4.0
Gravel Contact
4.0
Moist, Brown, Sand & Gravel
-
With silt & cobble
8.0
Notes
No Groundwater Encountered
Bob J. Arnold, PE 14355 Battenberg Drive Bolse, Idaho 83713
Bob J. Arnold, PE CivilEngineering
Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 17 of 24 130721001.doc
Test Pit Log
Test Pit #: TP -3
Client: Don Newell
Project: Sabala Property
Location: Center of North Pasture
File:
Date Excavated:
Excavated By:
Logged By:
130721001
07/25/13
Tire mounted Backhoe
BA / CJ
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Sample
#
#
#
#
I
DEPTH
SOILS DESCRIPTION
Type
4
10
40
200
M
PI
LL
0.0
Rootzone in Moist, Black Silt
0.5
0.5
Moist, Brown, Silt
1.5
1.5
Moist, Cemented, Silt & Sand
Bas
4.5
70
61
as
7.0
10.3
NP
NP
-
Weak caliche hardpan bottom 112 foot
5.0
(Cemented pieces is sieves)
5.0
Gravel Contact
5.0
Moist, Brown, Silty, Sand & Gravel
10.0
Notes
No Groundwater Encountered
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold PE Civil Engineering
� Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 18 of 24 13O721001.doc
Test Pit Log
Test Pit #: TP -4 File:
Client: Don Newell Date Excavated:
Project: Sabala Property Excavated By:
Location: SW Corner, North Pasture Logged By:
130721001
07/25/13
Tire mounted Backhoe
BA / CJ
Bob J. Arnold, PE
U
14355 Battenberg Drive
Boise, Idaho 83713
Sample
#
#
#
#
DEPTH
SOILS DESCRIPTION
Type
4
10
40
200
M
PI
LL
0.0
Rootzone in Moist, Black CLAY
0.7
0.7
Moist, Black, CLAY (CH)
Bag
99
97
89
82.0
23.0
25.9
52.1
2.5
2.5
Moist, Tan to light Brown, Cemented
-
Silt to Hardpan at bottom 1/2 foot
4.5
4.5
Gravel Contact
4.5
Moist, Brown, Sand & Gravel
-
With silt & cobble
8.0
Notes
No Groundwater Encountered
Bob J. Arnold, PE
U
14355 Battenberg Drive
Boise, Idaho 83713
Civil Engineering
Bob J. Arnold, PE Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 19 of 24 130721001.doc
Test Pit #:
Client:
TP -5
Don Newell
Test Pit Log
Project: Sabala Property
Location: NE Corner, South Pasture
File:
Date Excavated:
Excavated By:
Logged By:
130721001
07/25/13
Tire mounted Backhoe
BA / CJ
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Sample
#
#
#
#
DEPTH
SOILS DESCRIPTION
Type
4
10
40
200
M
PI
I.I.
0.0
Rootzone in Moist, Brown, Silt
0.5
0.5
Moist, Brown, Silt
1.8
1.8
Moist, Cemented, Silt & Sand
-
over caliche hardpan bottom 1.5'
3.0
3.0
Cemented Silt & Gravel
4.5
4.5
Gravel Contact
4.5
Moist, Brown, Silty, Sand & Gravel
-
With cobble
8.0
Notes
No Groundwater Encountered
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold, PE GeotechniccalGal Engineering
Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 20 of 24 130721001.doc
Test Pit #:
Client:
TP -6
Don Newell
Test Pit Log
Project: Sabala Property
Location: SW Corner, South Pasture
File:
Date Excavated:
Excavated By:
Logged By:
130721001
07/25/13
Tire mounted Backhoe
BA/CJ
Bob J. Arnold, PE
14355 Battenberg Drive
Boise, Idaho 83713
Sample
#
#
#
#
DEPTH
SOILS DESCRIPTION
Type
4
10
40
200
M
PI
LL
0.0
Rootzone in Moist, Brown, Clay
0.8
0.8
Moist, Brown, CLAY CH
X10
100
99
92
88.0
25.5
25.7
55,0
2.5
2.5
Moist, Tan to Brown, Cemented
-
Silt grades to very firm Caliche
5.0
Hardpan layer.
Unable to excavate with backhoe
Notes
No Groundwater Encountered
Bob J. Arnold, PE
14355 Battenberg Drive
Boise, Idaho 83713
Bob J. Arnold PE Civil Engineering
� Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 21 of 24 130721001.doc
DESIGN SECTION CALCULATIONS
(ACHD R -Value Method)
Project: Sabala Property Pile No.: 130721
Victory Road - Meridian Idaho Calc By: B. Arnold
Client: Don Newell Date: 08/01/13
Design Thickness Equation:
T = 0.0032 (TI) (100-R) = GE (feet)
T= Design Thickness TI = Traffic Index= 6 (By ACHD)
GE = Gravel Equivalent R = R -Value = 5 (By Test)
GE= 1.82 feet
ACHD ACP, 3/4" Road Base and Aggregate Subbase
Actual Thickness Equivalent Thickness
ACHD Asphalt Concrete Thickness = 0.21 feet ACE= 0.42 feet
3/4" Road Base Thickness Desired = 0.35 feet RBE= 0.44 feet
Calculated Aggregate Subbase Thickness Equation:
Subbase Thickness=SB=GE-ACE-RBE
SB= 1.0 feet
CALCULATED DESIGN SECTION
ACHD Asphaltic Concrete= 0.21 feet
3/4" Road Base = 0.33 feet
Aggregate Subbase = 0.97 feet
RECOMMENDED DESIGN SECTION
Asphaltic Concrete = 2.5 inches
3/4" Road Base = 4.0 inches
Aggregate Subbase = 12.0 inches
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
r
Bob J. Arnold PE Civil Engineering
, Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 22 of 24 130721001.doe
R -Value
(By MTI of Boise, Idaho)
Pa r2M2
MATERIALS P.urt. I1t2 —
"STCREFne_e;r6;;e:0;e Fe'r-1:t'0*Q-
TESTI NG it R-VALUEIM
Cw
TsnnINSPECTION
O Environmental Servicrs ❑ Geoinchniral Engineering ❑ Construction Materials Testing U speval Inspections
R -Value Test Data
_ Soule 1 A B C
DryDeusity(Ibrlt) NA NA ! NA
214oisture Content (e/) NA _ NA (_ NA
Expansion Pressure (psi) NA NA _NA
Exudatimt Pressuro ( si) NA NA NA
-- R -Value NA NA - NA
R -Value @ 200 psi Exudation Pressure = Less than 5**
•° ASTDI D2844 Note 2: Oceasionally, material from very plastic clay -test specimens will extrude from under the mold and around
rile follower mm during the loading operation. 1(this occurs when the HW -psi point is reached and tetter than live )igh+s are lighted.
the soil <hnuld he reposed as Icss than 5 R -value.
R•Value @ Exudation Pressure
5.0 --
4.0
3.0
ru 2.0
1.0
0.0
300 250 200 150 too
Exudation Pressure (psi)
2791 S. Vcmy, V ear Way, Boise I0 83709-2D83764748- Fax 208 322-6515
w.:rv.mii4d rem o,ttem9-id.com - -- _ ,.
Source and Description; Sam Icd mrd Delivered h � the Client - Victory Pmieet -Lean Clay
Date Obtained: Juh•3t.2013
_
Sample ID: 13-7343
Sampliu• and 1'rc oration: AST;�1 D75: AASItTO T2: ASTM D4?(: A:\SH'f0 Tg7; Y
'fest Suuulurd: A5'Chi D2344: AASIfiO T190: Idaho IS:
Bob J. Arnold, PE 14355 Battenberg Drive Boise,
X
Idaho 83713
Civil Engineering
Bob J. Arnold, PE
Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoidpe@msn.com
August 28, 2013 Page 23 of 24 130721001.doc
Soil Log Legend
UNIFIED SOIL CLASSIFICATION SYSTEM
tARTM RTANnARD TEST METHOD D 2467 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES)
MAJOR
DIVISIONS
❑
TYPICAL
DESCRIPTIONS
COARSE
GRAINED
SOILS
< 50% - #500
GRAVEL &
GRAVELLY
SOILS
<50% - #4
< 5% - #500
GW
Well -graded gravel, gravel -sand mixture, little or no
fines.
GP
Poorly -graded gravel, gravel sand mixture, little or
no fines
5.129/. 4500
> 12% - #500
GM
Silty gravel, gravel -sand -silt mixtures
GC
Clayey gravel, gravel -sand -clay mixtures
SAND &
SANDY SOILS
>50%-#4
< 5% - #500
SW
Well -graded sand, gravelly sand, little or no fines.
SP
Poorly -graded sand, gravelly sand, little or no fines
>12% - #500
SMSilty
sand, sand -silt mixtures
SC
Clayey sand, sand -clay mixtures
FINE
GRAINED
SOILS
> 50% - #500
SILTS AND
CLAYS
LL < 50%
SILTS AND
CLAYS
LL > 50%
INORGANIC
ML
Inorganic silt and very fine sand, rock flour, silty or
clayey fine sand or clayey silt with slight plasticity
CL
Lean clay -low to medium plasticity, gravelly clay,
sandy clay, silty clay
ORGANIC
INORGANIC
OL
MH
Organic silt and organic silty clay of low plasticity
Elastic silt, micaceous or diatomaceous fine sand
or silty soil.
CH
Fat clay - high plasticity
ORGANIC
OH
Organic clay-med. or high plasticity: organic silt
HIGHLY
®RGANICILS
PT
Peat, humus, swamp soil with high organic content
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold PE Civil Engineering
� Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 bjarnoldpe@msn.com
August 28, 2013 Page 24 of 24 130721001.doc
Abbreviations and Acronyms
AASHTO
American Association of State Highway & Transportation Officials
ASTM
American Society for Testing and Materials
ACP
Asphaltic Concrete Pavement
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
TP
Test Pit
USCS
Unified Soil Classification System
CL
Clay
ML
Silt
SM
Sand
NOTHING FOLLOWS
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