ApplicationMayor Tammy de Weerd
City Council Members:
E IDIAN~--~ Keith Bird
,- Brad Hoaglun
Charles Rountree
IDAHO David Zaremba
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
To ensure that your comments and recommendations will be considered by
the Meridian Planning and Zoning Commission please submit your
comments and recommendations to Meridian City Hall
Attn: Jaycee Holman, City Clerk, by: 27-Sep-12
Transmittal Date: September 10, 2012 File No.: PP 12-009
Hearing Date: October 4, 2012
Request: Public Hearing -Preliminary Plat approval consisting of 40 building lots
and 7 common /other lots on 14.94 acres of land in the R-4 zoning district for
Zebulon Village Subdivision
By: The Traditions by Amyx II, LLP
Location of Property or Project: approximately 1/4 mile west of N. Eagle Road
and south of E. McMillan Road
Joe Marshall (No FP)
Scott Freeman (No FP)
Steven Yearsley (No FP)
Michael Rohm (IVo FP>
Tom O'Brien (IVo FP>
Tammy de Weerd, Mayor
Charlie Rountree, C/C
Brad Hoaglun, C/C
Keith Bird, C/C
David Zaremba C/C
Sanitary Services (IVo vaR, vac, FP)
Building Department /Rick Jackson
Fire Department
Police Department
City Attorney
City Public Works/Scott Steckline
City Planner
Parks Department
Economic Dev.
City Engineer
Your Concise Remarks:
Meridian School District (No FP)
Meridian Post Office (FP/PP/sHP only>
Ada County Highway District
Ada County Development Services
Central District Health
COMPASS (Comp Plan only)
Nampa Meridian Irrig. District
Settlers Irrig. District
Idaho Power Co. (FP,PP,cuP/SHP only)
QWest (FP/PP/SHP only)
Intermountain Gas (FP/PP/sHP only)
Idaho Transportation Dept. (IVo FP>
Ada County Ass. Land Records
Downtown Projects:
Meridian Development Corp.
Historical Preservation Comm.
South of RR / SW Meridian:
NW Pipeline
New York Irrigation District
Boise-Kuna Irrigation District
Boise Project Board of Control /Tim Page
City Clerk's Office • 33 E. Idaho Avenue, Meridian, ID 83642
Phone 208-888-4433 •Fax 208-888-4218 • www.meridiancity.org
E IDIAN~~--
l~r~~l
Type of Review Requested (check all that s
^ Alternative Compliance
^ Annexation and Zoning
^ Comprehensive Plan Map Amendment
^ Comprehensive Plan Text Amendment
^ Conditional Use Permit
^ Conditional Use Permit Modification
^ Design Review
^ Final Plat
^ Final Plat Modification
^ Planned Unit Development
Q Preliminary Plat
^ Private Street
^ Rezone
^ Short plat
^ Time Extension (Commission or Council)
^ UDC Text Amendment
^ Vacation (Council)
^ Variance
^ Other
Planning Department
COMMISSION & COUNCII~ REVIEW APPLICATION
~I~
a`n`ti
._ „ '~:~ .
Applicant Information
Applicant name: The Traditions b~myx II, LLP Phone: (208) 939-5665 Fax: (208) 939-8225
Applicant address: 13967 w wainwrieht give. Suite 102. soise. Idaho Zip: 83713 E-mail: todd~a a,_myxhomes.com
Applicant's interest in property: D Own ^ Rent ^ Optioned ^ Other
Owner name: Same as Applicant Phone:
Owner address:
Zip: E-mail:
Fax:
Agent name (e.g., architect, engineer, developer, representative): Engineer/Representative
Firm name: En ing eering_Solutions LLP Phone: (208) 938-0980 Fax: (208) 938-0941
Address: 1029 N. Rosario Street, Suite 100 Zip: 83642 E-mail: es-beckvm cr gwestoffce.net
Primary contact is: ^ Applicant ^ Owner D Agent ^ Other
Contact name: Becky McKay Phone: (208) 938-0980 Fax: (208) 938-0941
Contact address: 1029 N Rosario Street, Suite 100 Zip: 83642 E-mail: es-beckvmna.awestofFice.net
Subject Property Information
Location/street address: See Vicinity Map -South of E McMillan Road and West of N. Eagle Road
Assessor's parcel number(s): 50532132340 and S0532121213
Township, range, section: T.4N. R.1 E., Section 32 Total acreage: 14.94
Current land use: Vacant Current zoning district: R-4
33 E. Broadway Avenue • Meridian, Idaho 83642
Phone: (208) 884-533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org
1
Project Description
Project/subdivision name: Zebulon Village Subdivision
General description of proposed project/request: Preliminaryplat for 40 sinele-family residential lots and 7
common lots on 14.94 acres in an R-4 zone.
Proposed zoning district(s): R 4 (Existing) -
Acres of each zone proposed: N/A
Type of use proposed (check all that apply):
D Residential ^ Commercial ^ Office ^ Industrial ^ Other
Amenities provided with this development (if applicable):
Who will own & maintain the pressurized irrigation system in this development? Alpine Pointe HOA
Which irrigation district does this property lie within? Settlers' Irrigation District
Primary irrigation source: Little Lateral Secondary: United Water
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): N/A
Residential Project Summary (if applicable)
Number of residential units: 40 Number of building tots: 40
Number of common and/or other lots: 7
Proposed number of dwelling units (for multi-family developments only):
1 Bedroom:
2 or more Bedrooms:
Minimum square footage of structure(s) (excl. garage): 1.400 Proposed building height: 35' max.
Minimum property size (s.f): 8 136 square feet Average property size (s.f.): 11,388
Gross density (DU/acre-total -and): 2.68 Net density (DU/acre-excluding roads & alleys): 3.27
Percentage of open space provided: 11.8 Acreage of open space: 1.77
Percentage of useable open space: 11.8 (See Chapter 3, Article G, for qualified open space)
Type of open space provided in acres (i.e., landscaping, public, common, etc): Landscaped common areas
Type of dwelling(s) proposed: ~ Single-family ^ Towrtitomes ^ Duplexes ^Multi-family
1~lon-residential Project Summary (if applicable)
Number of building lots: Other lots:
Gross floor area proposed: Existing (if applicable):
Hours of operation (days and hours): Building height:
Percentage of site/project devoted to the following:
Landscaping: Building: Paving:
Total number of employees: Maximum number of employees at any one time:
Number and ages of students/children (if applicable): Seating capacity:
Total number of parking spaces provided: Number of compact spaces provided:
Authorization
Print applicant name:
Applicant signature: .
Date: ~I ?'~ I 1 y
33 E. Broadway Avenue • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org
2
ZEBULON VILLAGE SUBDIVISION
PRELIMINARY PLAT APPLICATION
WRITTEN NARRATIVE
On behalf of The Traditions by Amyx II, LLP, we hereby apply for a preliminary plat for 40
single-family residential lots and 7 common lots on 14.94 acres in an R-4 zone. The purpose of
this application is to modify a street to eliminate a vehicular crossing of the Settlers' Canal.
The concrete bridge is no longer economically feasible based on the estimated value of the lots.
Project History:
The property was annexed under Ordinance No. OS-006, which was recorded as Instrument
No. 105067163. The applicant entered into a Development Agreement, recorded as Instrument
No. 106111627. The original preliminary plat was approved on April 19, 2005. An 18-month
administrative time extension was approved on May 2, 2006, which was valid until October 19,
2007. The first final plat (Zebulon Heights Subdivision No. 2) was signed by the Meridian City
Engineer on September 27, 2007. Zebulon Heights Subdivision No. 3 was signed by the
Meridian City Engineer on August 17, 2011. Zebulon Heights Subdivision No. 4 was signed by
the Meridian City Engineer on March 7, 2012. Zebulon Heights Subdivision No. 5 is in the
office of the Meridian City Engineer and should be recorded in August of 2012.
Site Plan:
This new preliminary plat is being submitted because of design changes to the original proposal.
This preliminary plat contains 40 buildable lots that are currently serviceable with sewer and
water. Pressurized irrigation will be provided by an extension of the existing Alpine Pointe
system, which is owned and operated by the homeowners' association. Storm water will be
accommodated on site through the use of underground seepage beds. The plat complies with the
Unified Development Code including the dimensional standards, landscaping and design in the
R-4 zone. No waivers or variances are required or requested with this application.
The modified area is currently vacant. Zebulon Heights Subdivisions Nos. 4 and 5 are west of the
site; to the east is Madison Park Subdivision in Boise; to the south are Zebulon Heights
Subdivisions Nos. 2 and 4, and to the north is the First Baptist Church of Ustick. The gross density
of the preliminary plat is 2.68 dwelling units per acre, with a net density of 3.27 dwelling units per
acre. The minimum property size is 8,136 square feet, with the average lot size being 11,388 square
feet. Open space comprises 1.77 acres, or 11.8 percent of this phase. The proposed sidewalks for
E. Rochester Court and N. Goldbrook Place will be attached; all walks south of the Settlers' Canal
will be detached with aneight-foot-wide landscape strip.
The street design includes extensions of existing streets within previous phases of Zebulon
Heights. The area of the project located north of the Settlers' Canal will take access from the
existing stub street, W. Rochester Drive, in Madison Park Subdivision. Connection between the
lots north of the canal will be via a pedestrian bridge, providing the necessary interconnectivity.
The residents will have pedestrian access to all amenities within Zebulon Heights. As designed,
the site has excellent internal circulation and access to the public road system, which has
adequate capacity to accommodate the trips generated by this development.
NG/NEER/NC
tannin and engineering communities for fhe future
P 9
®i. ~ ~/O~~ uP
August 24, 2012
Zebulon Village Subdivision
A parcel of land located in the NE `/4 of Section 32, T. 4N., R. 1 E., B.M., Ada County,
Idaho, more particularly described as follows:
Commencing at the northeast corner of said Section 32, from which the North `/4 corner
of said Section bears South 89°54'46" West, 2655.65 feet; Thence South 89°54'46"
West, 1991.74 feet along the north line of the NE `/4 to a point; Thence leaving said north
line South 00°32' 11" West, 661.49 feet to the southeast corner of Zebulon Heights
Subdivision No.3, as filed in Book 103 of Plats at Page 13978, records of Ada County,
Idaho, the REAL POINT OF BEGINNING.
Thence North 89°57'33" East, 664.13 feet to a point on the westerly boundary of
Madison Park Subdivision No. 2, as filed in Book 75 of Plats at Page 7767, records of
Ada County, Idaho,
Thence along said westerly boundary, and the westerly boundary of Madison Park
Subdivison No. 3, as filed in Book 77 of Plats at Page 8092, records of Ada County,
Idaho, and the extension thereof, South 00°31'00" West (formerly South 00°31' 12"
West), 1544.75 feet to a point on the northeasterly boundary of Zebulon Heights
Subdivison No. 2, as filed in Book 99 of Plats at Page 12772, records of Ada County,
Idaho,
Thence along said northeasterly boundary:
Thence North 89°51'56" West, 70.57 feet to a point of curvature;
Thence 23.84 feet along the arc of a curve to the left, said curve having a radius of
327.00 feet, a delta angle of 04°10'38", and a long chord bearing South
88°02'45" West, 23.83 feet to a point;
Thence North 52°55' 12" West, 26.31 feet to a point;
Thence South 78°12' 11" West, 50.00 feet to a point;
Thence South 27°29'44" West, 27.63 feet to an angle point on the easterly
boundary of Zebulon Heights Subdivision No. 4, as filed in Book 104 of Plats at
Page 14080, records of Ada County, Idaho;
1029 N. Rosario Street, Suite 100, Meridian, Idaho 83642 • Ph (208) 938-0980 • Fax (208) 938-0941
1 of 3
Thence leaving the boundary of said Zebulon Heights Subdivision No. 2, and along the
easterly boundary of said Zebulon Heights Subdivision No. 4:
Thence North 04°24'44" West, 94.36 feet to a point;
Thence North 00°31'00" East, 115.79 feet to a point;
Thence North 89°29'00" West, 115.00 feet to a point;
Thence South 84°36'43" West, 56.14 feet to a point;
Thence South 51 °45' 18" West, 150.00 feet to a point;
Thence North 83°14'42" West, 14.83 feet to a point;
Thence North 38° 14'42" West, 288.52 feet to a point on the easterly boundary of
said Zebulon Heights Subdivison No. 2;
Thence along the easterly boundary of said Zebulon Heights Subdivision No. 2 North
51 °45' 18" East, 85.00 feet to the southernmost corner of Zebulon Heights Subdivision
No. 5, as filed in Book _ of Plats at Page ,records of Ada County, Idaho;
Thence along the southerly and easterly boundary of said Zebulon Heights Subdivison
No. 5:
Thence continuing North 51 °45' 18" East, 259.54 feet to a point;
Thence North 58°09'01" East, 117.83 feet to a point;
Thence North O 1 ° 13' 18" East, 100.58 feet to a point;
Thence North 61°50'25" West, 125.11 feet to a point on a curve;
Thence 80.59 feet along the arc of anon-tangent curve to the right, said curve
having a radius of 375.00 feet, a delta angle of 12°18'48", and a long chord
bearing North 34°18'59" East, 80.44 feet to a point of tangency;
Thence North 40°28'23" East, 17.95 feet to a point;
Thence North 81 °43' 3 3" East, 26.3 8 feet to a point on a curve;
Thence 33.55 feet along the arc of anon-tangent curve to the left, said curve
having a radius of 325.00 feet, a delta angle of OS°54'55", and a long chord
bearing South 59°58'45" East, 33.54 feet to a point of tangency;
Thence South 62°56' 13" East, 30.96 feet to a point,
1029 N. Rosario Street, Suite 100, Meridian, Idaho 83642 • Ph (208) 938-0980 • Fax (208) 938-0941
2 of 3
Thence North 27°03'47" East, 50.00 feet to a point;
Thence North 35°50'51" East, 125.99 feet to a point;
Thence North 71°02'01" West, 8.96 feet to a point;
Thence North 64°01' 14" West, 43.86 feet to a point;
Thence North 44°04'48" West, 64.37 feet to a point;
Thence North 24°32'43" West, 158.74 feet to a point;
Thence North 26°29'01" West, 17.93 feet to a point;
Thence North 33°12'03" West, 44.15 feet to a point;
Thence North 42°45'30" West, 41.93 feet to a point;
Thence South 46°20'07" West, 143.71 feet to a point on a curve;
Thence 15.30 feet along the arc of anon-tangent curve to the left, said curve
having a radius of 525.00 feet, a delta angle of O 1 °40' 13", and a long chord
bearing North 42°49'46" West, 15.30 feet to a point of tangency;
Thence North 43°39'53" West, 219.70 feet to a point;
Thence North 44°00' 17" East, 118.87 feet to a point;
Thence North 37°07'59" West, 23.78 feet to a point;
Thence North 26°18'05" West, 50.89 feet to a point;
Thence North 32°02'55" West, 82.98 feet to the
POINT OF BEGINNING.
Containing 14.94 acres, more or less.
1029 N. Rosario Street, Suite 100, Meridian, Idaho 83642 • Ph (208) 938-0980 • Fax (208) 938-0941
3 of 3
zebulon village closure.txt
Mapcheck 1: zebulon village
Closure Summary
Precision, 1 part in: 807312.136'
Error distance: 0.007'
Error direction: 583° 32' 11.37"w
Area: 650587.80 Sq. Ft.
square area: 650587.797
Perimeter: 5330.520'
Point of Beginning
Fasting: 13088.5770'
Northing: 4237.6661'
Side 1: Line
Direction: N89° 57' 33.00"E
Angle: [-90.0408 (d)]
Deflection angle: [89.9592 (d)]
Distance: 664.130'
Fasting: 13752.7068'
Northing: 4238.1394'
Side 2: Line
Direction: SO° 31' 00.00"w
An le: [-89.4425 (d)]
Deflection angle: [90.5575 (d)]
Distance: 1544.750'
Fasting: 13738.7772'
Northing: 2693.4522'
Side 3: Line
Direction: N89° 51' 56.00"w
An le: [-90.3822 (d)]
Deflection angle: [89.6178 (d)]
Distance: 70.570'
Fasting: 13668.2074'
Northing: 2693.6178'
side 4: curve
Curve direction: Counter-clockwise
Radius: 327.000'
Arc length: 23.840'
Delta angle: [4.1763 (d)]
Tangent: [11.923']
"
Chord direction: w
588° 02' 45.00
Chord angle: [177.9114 (d)]
Deflection angle: [-2.0886 (d)]
Chord distance: 23.830'
Fasting: 13644.3912'
Northing: 2692.8052'
side 5: Line
Direction:
N52° 55' 12.00"w
Angle: C-138.8777 (d)]
Deflection angle: [41.1223 (d)]
Distance: 26.310'
Fasting: 13623.4012'
Northing: 2708.6683'
side 6: Line
Direction:
578° 12' 11.00"w
Angle: [131.1231 (d)]
Deflection angle: [-48.8769 (d)]
Distance: 50.000'
Fasting: 13574.4573'
Northing: 2698.4461'
side 7: Line
Direction:
527° 29' 44.00"w
An le: [129.2925 (d)]
Deflection angle: [-50.7075 (d)]
Distance: 27.630'
Page 1
zebulon village closure.txt
Fasting: 13561.7011'
Northing: 2673.9370'
Side 8: Line
Direction: N4° 24' 44.00"w
An le: [-31.9078 (d)]
Deflection angle: [148.0922 (d)]
Distance: 94.360'
Fasting: 13554.4418'
Northing: 2768.0173'
Side 9: Line
Direction: NO° 31' 00.00"E
An le: [-175.0711 (d)]
Deflection angle: [4.9289 (d)]
Distance: 115.790'
Fasting: 13555.4860'
Northing: 2883.8026'
side 10: Line
Direction:
N89° 29' 00.00"w
An le: [90.0000 (d)]
Deflection angle: [-90.0000 (d)]
Distance: 115.000'
Fasting: 13440.4906'
Northing: 2884.8396'
Side 11: Line
Direction: s84° 36' 43.00"w
An le: [174.0953 (d)]
Deflection angle: [-5.9047 (d)]
Distance: 56.140'
Fasting: 13384.5987'
Northing: 2879.5680'
side 12: Line
Direction:
s51° 45' 18.00"w
An le: [147.1431 (d)]
Deflection angle: [-32.8569 (d)]
Distance: 150.000'
Fasting: 13266.7930'
Northing: 2786.7142'
side 13: Line
Direction:
N83° 14' 42.00"w
Angle: [-135.0000 (d)]
Deflection angle: [45.0000 (d)]
Distance: 14.830'
Fasting: 13252.0660'
Northing: 2788.4586'
Side 14: Line
Direction:
N38° 14' 42.00"w
An le: [-135.0000 (d)]
Deflection angle: [45.0000 (d)]
Distance: 288.520'
Fasting: 13073.4648'
Northing: 3015.0538'
Side 15: Line
Direction:
N51° 45' 18.00"E
An le: [-90.0000 (d)]
Deflection angle: [90.0000 (d)]
Distance: 85.000'
Fasting: 13140.2213'
Northing: 3067.6710'
side 16: Line
Direction:
N51° 45' 18.00"E
An le: [180.0000 (d)]
Deflection angle: [0.0000 (d)]
Distance: 259.540'
Page 2
zebulon village closure.txt
Fasting: 13344.0565'
Northing: 3228.3328'
side 17: Line
Direction: N58° 09' 01.00"E
An le: [-173.6047 (d)]
Deflection angle: [6.3953 (d)]
Distance: 117.830'
Fasting: 13444.1454'
Northing: 3290.5109'
side 18: Line
Direction: N1° 13' 18.00"E
An le: [123.0714 (d)]
Deflection angle: [-56.9286 (d)]
Distance: 100.580'
Fasting: 13446.2898'
Northing; 3391.0680'
side 19: Line
Direction: N61° 50' 25.00"w
An le: [116.9381 (d)]
Deflection angle: [-63.0619 (d)]
Distance: 125.110'
Fasting: 13335.9884'
Northing: 3450.1113'
side 20: Curve
Curve direction: Clockwise
Radius: [375.021']
Arc length: 80.590'
Delta angle: 12.3133 (d)
Tangent: [40.453']
Chord direction: N34° 18' 59.00"E
Chord angle: [-83.8433 (d)]
Deflection angle: [96.1567 (d)]
Chord distance: 80.440'
Fasting: 13381.3375'
Northing: 3516.5497'
side 21: Line
Direction: N40° 28' 23.00"E
An le: [180.0000 (d)]
Deflection angle: [-0.0000 (d)]
Distance: 17.950'
Fasting: 13392.9886'
Northing: 3530.2045'
Side 22: Line
Direction: N81° 43' 33.00"E
An le: [-138.7472 (d)]
Deflection angle: [41.2528 (d)]
Distance: 26.380'
Fasting: 13419.0941'
Northing: 3534.0008'
Side 23: Curve
Curve direction: counter-clockwise
Radius: [325.015']
Arc length: 33.550'
Delta angle: 5.9153 (d)
Tangent: [16.792']
Chord direction: s59° 58' 45.00"E
Chord angle: [-141.7050 (d)]
Deflection angle: [38.2950 (d)]
Chord distance: 33.540'
Fasting: 13448.1344'
Northing: 3517.2203'
Side 24: Line
Direction:
s62° 56' 13.00"E
Page 3
An le:
Deflection
Distance:
Fasting:.
Northing:
Side 25: Line
Direction:
An le:
Deflection
Distance:
Fasting:
Northing;
side 26: Line
Direction:
zebulon village closure.txt
[179.9999 (d)]
angle: [-0.0001 (d)]
30.960'
13475.7045'
3503.1344'
N27° 03' 47.00"E
[90.0000 (d)]
angle: [-90.0000 (d)]
50.000'
13498.4531'
3547.6597'
N35° 50' 51.00"E
[-171.2156 (d)]
[8.7844 (d)]
125.990'
13572.2366'
3649.7845'
An le:
Deflection angle:
Distance:
Fasting:
Northing;
side 27: Line
Direction:
An le:
Deflection
Distance:
Fasting:
Northing:
side 28: Line
Direction:
An le:
Deflection
Distance:
Fasting:
Northing:
Side 29: Line
Direction:
An le:
Deflection
Distance:
Fasting:
Northing:
Side 30: Lin
Direction:
Angle:
Deflection
Distance:
Fasting:
Northing:
Side 31: Lin
Direction:
Angle:
Deflection
Distance:
Fasting:
Northing:
side 32: Lin
Direction:
An le:
Deflection
Distance:
Fasting:
Northing:
Side 33: Lin
Direction:
N71° 02' 01.00"w
[73.1189 (d)]
angle: [-106.8811 (d)]
8.960'
13563.7630'
3652.6966'
N64° O1' 14.00"w
[-172.9869 (d)]
angle: [7.0131 (d)]
43.860'
13524.3350'
3671.9094'
N44° 04' 48.00"w
[-160.0594 (d)]
angle: [19.9406 (d)]
64.370'
13479.5552'
3718.1508'
N24° 32' 43.00"w
[-160.4653 (d)]
angle: [19.5347 (d)]
158.740'
13413.6127'
3862.5460'
N26° 29' 01.00"w
[178.0617 (d)]
angle: [-1.9383 (d)]
17.930'
13405.6170'
3878.5945'
N33° 12' 03.00"w
[173.2828 (d)]
angle: [-6.7172 (d)]
44.150'
13381.4415'
3915.5373'
N42° 45' 30.00"w
e
e
e
e
Page 4
zebulon village
An le: [170.4425 (d)]
Deflection angle: [-9.5575 (d)]
Distance: 41.930'
Fasting: 13352.9749'
Northing; 3946.3233'
side 34: Line
Direction: 546° 20' 07.00"w
Angle: [89.0936 (d)]
Deflection angle: [-90.9064 (d)]
Distance: 143.710'
Fasting: 13249.0162'
Northing: 3847.1006'
side 35: Curve
curve direction: Counter-clockwise
Radius: [524.857']
Arc length: 15.300'
Delta angle: 1.6703 (d)
Tangent: [7.651']
Chord direction: N42° 49' 46.00"w
Chord angle: [-89.1647 (d)]
Deflection angle: [90.8353 (d)]
Chord distance: 15.300'
Fasting: 13238.6150'
Northing: 3858.3213'
side 36: Line
Direction: N43° 39' 53.00"w
An le: [179.9999 Cd)]
Deflection angle: [-0.0001 (d)]
Distance: 219.700'
Fasting: 13086.9259'
Northing: 4017.2506'
side 37: Line
Direction: N44° 00' 17.00"E
An le: [-92.3306 (d)]
Deflection angle: [87.6694 (d)]
Distance: 118.870'
Fasting: 13169.5070'
Northing: 4102.7517'
side 38: Line
Direction: N37° 07' 59.00"w
An le: [98.8622 (d)]
Deflection angle: [-81.1378 (d)]
Distance: 23.780'
Fasting: 13155.1518'
Northing: 4121.7100'
Side 39: Line
Direction: N26° 18' 05.00"w
An le: [-169.1683 (d)]
Deflection angle: [10.8317 (d)]
Distance: 50.890'
Fasting: 13132.6028'
Northing: 4167.3316'
Side 40: Line
Direction: N32° 02' 55.00"w
An le: [174.2528 (d)]
Deflection angle: [-5.7472 (d)]
Distance: 82.980'
Fasting: 13088.5704'
Northing: 4237.6653'
closure.txt
Page 5
•, 1
1•./
- A 1 :;:
„ ~ 6 ! ~1'Y ;!E~O~;~ER
'.~ ~ FEEL- ~ ~ v
.~;~ _- ~,r touts! -5 E~i 4: t2 101067114
.: ~ WARRAN'I'y DEED FIHSTAp~;:HIC~iN
For value Received
Coulse R. Liulc, as her sole wd separate praperry, as m Parcel I and also kaowr as Louisa L. Ludt:, also kmtwn
as Lnuixe Little, a maRied wort><~n, as her sale and separate property, who acquired title as a widow, as to a
55'7n interact as to Parcel (I,
hereinafter referred to as Granttr, does hereby grant, bttrgain, sell, end convey unro
The Traditions by Amyt:1T, LLP, a Limited Liability Patmership
.' t '%i
hereinafter referred to as Gt~vuee, whose currant address is ' • / ! • •~'. •~• ' • •~•
the following described premises, to-wit:
See attached Exhibit A as so Earcel I and Eareel II hereto and incorporated
herein by this reference.
To i1AYB AND TO HOLD the said grcmises, with their apputcettances onto dte said Grantee, his (telrs
utd assigns forever. And the said Grantor does hereby covenant to and wi[h the sold Gt[nlee, !bar Grantor is
the owner in fee simple of said premises; drat Bald premises sea free from alt encumhranees except corrottt
years coxes,. levies, and assaasmtnts, end except U.S. Patrnc teservadods, asrricdons, easemenrs of retard, and
eitsemenrs visible upon the pmmisus, end that Gr:utror wUl wamnt and defend die same kqm all claims
v+hatsoever.
Dated: Lune Z9, 200[.
. r.
;.
Got:isE;' R. Litt_e
JT 153.' r ~. "§+
.~°~y
z~. y~ro 4
STATE OF 1DAH0 ) ~!1d~''a... '~Q' ~°~
95. y~r'4 p,an N~ N~s•
COUNTY OF Ada )
Ort This day of July, in the year 200l, (:elate me, a Nctary 1'u61ic n andfor said 5tue, ~ersorally
appzared Louise R. Little, known or identified to me [a be dte pecsanrs) avltnse name(;) is subsa~ihe~ to the
widtin Gtsrnrment, aed acitrtowtedged tt: me 1L•ar she e:;ecuted -Ste sa>i+.c. ~
~,
lZatidltg at Boise
Commission expires: 1/?!i2005
F't~lr~s~ A~~~i~a~ T'~Itle ~~~~~~,~ ®,~.C~~h~
PARCEL I:
EXHIBIT A
A paraal of land being a portion of the south one-third of the
Routh one-half o! the Northeast quarter of section 32, Tomnehip 4.
North, Range 1 East, Hoise bleri4ian, Ada County, Idaho, and more
particularly desteribed sa golloars:
Beginning at an iron pin marking the Ea9t one quarter corner of the
eaifl Restive 3Z; thence
North o0°2931" East, 255.3e feet along the Easterly boundary o!
the said South oae-third. of the south one-halt of the
Northeast quarter of emotion 32,-which is also the d®riterliae
of North Eagla~Road, to a point; also said paint being the
REAL PC-INT dF BEGINNING; thence Contiauinq
North 00°29~3i" East, 167.00 feat along the maid East®rly boundary
o! the South oae-third of the Routh one-half of the Northeast
quarter of Beotian 32 to a point marking the Northeast corner
of the said South one-third of the South one-half of the
Northeast quarter of Beatioa 3Z; theno®
North a 9°45'40" West, 1164.70 fe®t aloag the Northerly boundary of
the south one-third of the South aae-half of the Northeast
quarter aP section 32 to an iron pin; thence
South 0 0 ° 2 9 ~ 31" went, ie 7.0o f est slang a line Nestarly of and
parallel with the said East®rly boundary o! the south one-
third of th® South one-half of the Northeast quarter ofsectian
32 to an iron pin; thence
South B9°4540" East, 1164.70 feet slang a lin® south®rly of ana
parallel with the Baia Northerly boundary of the Bauch one-
•third of the South one-haiE of the Northeast quarter o!
section 32 to the P02NT OF BEGINNING.
PARCE~+ II:
Tha Booth oae-third of the southwe9t quarter of the Northeast
quarter of s®ction 32, Township 4 North, Range 1 East, Hoise
Meridian, Ada County, Idaho
AZ`ID
The sov~th a::.-thir0 of t:1~ bauthea9t quarter of the ii~r}heaet
guartar o~= Ggctior~ 32, Towns.:~ip 4 iGvrth, Range 3 East, Hcies
M®rfe-iass, Ada county, Idaho, E1CCE8TING TNEAEFROM THE FOLLO~9SNG
DE3CRIAEO LAIa~ o
~, portion of the southeast quarter of the ?tostheaat quarter of
Beetioa 32, Taalnship 4 6lorth, Range 1 Eaet, Boise t~eriaian, Ada
County, Idaho, more particularly degcrihad a9 golloa~g:
Eeginri.nq at the East quarts= oorr:e.r o€ sec#zan 31, Ts~nahip 9
P3ortfn, 13a:~~a 1 Ee9t, 9ciaa lderi.ds~.~., thence
continued
LEGAL CONTINgED
south e9°4i~ W®st a diatance of Z5 fast to an iron pin on the West
right of may line of Eagle Aaad (also lcnaan ®s Btate Sighway
North 6!); thence
North b°4' Nest a diatance of 15b feet along the i~e9tariy right of
v-ay line of state I[ighway s9 to an Iran pin the TRUE goENT OF
BL~iNNING; thence
North 0 °4' Naet along the Meet right of nay line of State tiighaay
69, a distance of 292.36 is®t mo=a or less to an iron pia;
thenC9
South 89°41~ West along the aoutih side of existing lane 73A.3 feet
to an iron pia; thence
8auth 0°04~ Beet a distance of 292.38 feat to a point; thanes
North 89°41~ Last a diatance og 738.3 feet to an iron pin the TRIfE
POINT OF BEGINl+tYNG.
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
1
COUNTY OF ADA )
I, Todd Amyx, Partner, The Traditions by Amyx II, LLP, 13967 W. Wainwright, Suite 102, Boise, ID
83713, being first duly sworn upon, oath, depose and say:
1. That I am the record owner of the property described on the attached, and I grant my
permission to:
Engineering Solutions, LLP
1029 N. Rosario Street, Suite 100
Meridian, ID 83642
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.
3. I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this .2 ~ ~h day of f~4~V , 2010.
(Signature)
SUBSCRIBED AND SWORN to before me the day year first above written.
,'`asdes~NSaH~~,f'p i//~
•~ GG «L..; ~c '•
~~+' ~@+ foa' o. ~~'~yw (Notary Public for Idaho)
~ ~f ~QT~i,RY = ~ Residing at: G- ~'~
~_
•~,~
~~~
~ PUBLIC ' My Commission Expires: ~ l ~ l ~
y.._ ~ pg t9_~~.
Zn_~ ~i
A
N
SCALE 1:1000 ZEBULON VILLAGE SUBDIVISION
DWG DATE 8/13/12
M.
1E
B
T
4N
R
CATED INTHE NE % OF SECTION 32 ENGINEERING
aroa~~~
PROD. N0. 111106 ,
.,
.
.
.,
.
,
LO
IDAHO
ADA COUNTY
MERIDIAN SOLUT/ONS~~
SHEET 1 OF 1 ,
,
V I ~ I N
VICINITY MAP 1029 N. ROSARIO ST., STE. 100
MERIDIAN, IDAHO 83642
208)938-0980 Fax (208)938-0941
Ph
\111106 sls one: (
N
A
SCALE NTS
DWG DATE 8/09/12
PROD. N0. 111106
SHEET 10F 1
VICIN
\111106 sls
ZEBULON VILLAGE SUBDIVISION
LOCATED IN THE NE % OF SECTION 32, T.4N., R.1E., B.M.,
MERIDIAN, ADA COUNTY, IDAHO
VICINITY MAP
ENGINEERING
SOLUTIDNSI~
1029 N. ROSARIO ST., STE. 100
MERIDIAN, IDAHO 83642
Phone: (208) 938-0980 Fax (208) 938-0941
CITY OF MERIDIAN
PRE-APPLICATION MEETING NOTES
.City Staff:
Location: S ~; ~ ~ Mc n~;u~., i~ ~ Ewa ~
Comprehensive Plan Future Land Use Map Designation: Size of Property:
Design Guidelines Development Context:
Proposed Use: S~tZ Proposed Zoning: -
Existing Use: yaCa~.1- Existing Zoning: iZ-~
_ __ Surrounding Uses: ~~sc ~o ~:k~ wl
Street-Buffers}and/or Land Use Buffer(s): +
Open Space/Amenities/Pathways:
Access/Stub. Streets/Street System:
Sewer & Water Service:
Topography/Hydrology/Floodplain Issues:
Canals/Ditches/Irrigation/Hazards:
History:
Additional Meeting Notes:
9T V1'[~e a. M~~11 ~' ~b~° oY}en Cp0..n C S{~-P G.r'"~~/L~'~'1Z°C ~n r. rs~r-.{~ cwJl ~. ~U_D~ ~
.De ~ e.~,4- f't nti.2,~'
Other Agencies/Departments to Contact:
^ Ada County Highway District ^ Nampa Meridian Irrigation District ^ Public Works Department
^ Idaho Transportation Department ^ Settler's Irrigation District ^ Building Department
^ Sanitary Services Company ^ Police Department ^ Parks. Department
^ Central District Health Department ^ Fire Department ^ Other:
Application(s) Required:
f
lT
dif
i
^
R
^ Administrative Design Review ^ er
rans
icat
on
Conditional Use Permit Mo ezone
^ 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 [~ 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 w-th 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.
Ita~
Project/Subdivision Name: ~P ~~ ~ - •~,~ v~~~~ C, . h Date: ~' I ~- -Z
c~ o~ lv~.~m~ty
PRE-APPLICATION.MEETING NOTES
Project/Subdivision Name: Sub. Date: 1-~o-li
Applicant(s)/Contact(s): M
City Staff:
Location: S ~oF' nn. ~hn ~~l ~
Comprehensive Plan Future Land Use Map Designation: M~D ~. Size of Property:
Design Guidelines Development Context
Prgposed Use: 5~ Proposed Zoning:
Existing Use: Existing Zoning: R'`~
Surrounding Uses:
Street Buffer(s) andlor Land Use Buffer(s):
Open Space/Amenities/Pathways:
Access/Stub StreetslStreet System:
Sewer ~ Water Service:
TopographyMydrology/Floodplain Issues: ~ ~ .
Canals/Ditches/lrrigafion/Hazards:
History:
Other AgencieslDepartments to Contact:
^ Ada County Highway District ^ .Nampa Meridian Irrigation District ^ Public Works Department
^ Idaho Transportation Department ^ Setfiet's irrigation District ^ Building Department
^ Sanitary Services .Company ^ Police Department ^ Parks Department
^ Central District Health Department ^ Fire Department ^ Other..
Application(s) Required: ' -~ -
^ Administrative Design Review ^ Conditional Use Permit ModificatioNTransfer ^ Rezone
^ Alternative Compliance ^ Development Agreement Modification ^ Short Plat
^ Annexation - ^ Final Plat ~ ^ Time F~dension -Council
^ City Council Review ~ ^ Final Plat Modification ^ UDC Text Amendment
^ Comprehensive Plan Amendment - Map ~ ~ ^ Planned Unit Development ^ Vacation
^ Comprehensive Plan Amendment -Text ®Prefiminary 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) Alf 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 Pfari. Any
subsequent changes to the UDCand/or Comp .Plan may affect your submitta( and/or application. This pre-application rnsefing shay be
valid for four (4) moms. .
ZEBULON VILLAGE SUBDIVISION
PRELIMINARY PLAT
NEIGHBORHOOD MEETING 8/16/12
SIGN-IN SHEET
Name
Address
,~
~~ ~~ g3~«
~/[1
COMMITMENT OF PROPERTY POSTING
Per Unified Development Code (UDC) 11-SA-SD, 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-SA-5.
~ ~ ~~ ~~
Applicant/agent signature Dat
Shari Stiles
From• Jerry Hastings <jhastings@adaweb.net>
Sent•• Friday, August 10, 2012 8:26 AM
To• Shari Stiles; Becky es-becky@gwestoffice.net
Subject• Reservation of Subdivision Name -Zebulon Village Subdivision
August 10, 2012
Shari Stiles
Engineering Solutions
RE: Subdivision Name Reservation: "Zebulon Village Subdivision"
Dear Shari,
At your request I have reserved the name of "Zebulon Village 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 next ten (10) years unless the project is terminated by the client or 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 Hastings, P.L.S.
County Surveyor
Ada County, Idaho
208-287-7912
208-287-7909 Fax
ihastinas(c~adaweb. net
From: Shari Stiles [mailto•es-sharis~awestoffice.netl
Sent: Thursday, August 09, 2012 2:16 PM
To: Jerry Hastings
Subject: Reservation of Subdivision Name -Zebulon Heights Addition
Jerry:
Does the name have to have "Heights", or can it be just Zebulon Village Subdivision?
Jerry:
We are submitting a revised preliminary plat of a portion of the original Zebulon Heights Subdivision. We would like to
use the name Zebulon Heights Addition (or Zebulon Village, if you prefer). We would like to retain the original
subdivision name for continuity. Thank you!
Shari Stiles
Engineering Solutions, LLP
1029 N. Rosario Street, Suite 100
Meridian, ID 83642
Phone: (208) 938-0980
Fax: (208) 938-0941
um-nN flapW pIm-KN hap .wf axYp 'pmp7 LVI'xnuxbN 8 _
mm-en (mp wIw
~
IiIS-aCN (mp w•f sma-ecN foul «Aw
IIIL-NaN lmp mf aam-ms (mp •wf
01° LrXR A'MapltlLl
ooL '3L5 `15 atlNSOtl 'x 6Lal 'RB '31'tl "HI'L'L[ NONp3S fa r/t 3M 3Nl p a3LR101
$ "'
\
`b ~ ~
w
Inns-mN Imp
clcte olrvm '3sme
Lal 311!15 '1N'lltlMHrvM 'M G9NC4 cLCCR oHm 7sloe
Lal 31155 '1Na1tlMNrvM 'M LNKI LraCB W 'NNgItl3N
apL y,5 "IS OItlHNptl 'N NLRL e
.~~
m
~o
ltlld AliVNIWll3!!d -
- ~
-
~ - M
L.L
~, II >~. ~ SNRWpN1LL ~, I. >~, ~ SImtl1R.tl1 Ay„aIy .W]3B
1~tl1N0~!l13NNb'ld sNO~ln
s
~
11IOISSIAIQSIIEI
s
a
0li0~3FJ d0 Skl3NM0 kf3dOl3A30 RRaNm JN/B~~NI9N 'L$'~~'IrIId 1~IU'IRS~Z ~
'<
3
o
S ~ co
z
+€
~ ~ I
J Z
Ui
~~
~~ ~
;s
~§§
8 ~
b
II L
~ ~
~ ®• ~ ~
,~1~s~~~~p~~~~~ ~~
a~Rg ~„RSSd.3cS.S~SS i I ! I x~
9=$= WW WSa3s3<sass ~ ~ ` I I JII ~~
$$ SSR 9 ~b~a''"~Sm ~ ~/ I I I I 4
an~g ~~~- :~~~9h o ~ ~
~-s~^ ~ ~
)• W € ~ W J
I ~r8re~~$a$8x~ ~ ~ ~ ~ ~
0 8{,$8!~8 .sasW3s.WWSW ~ 'a~ ~ ~ I~~ 8yy y
~ Rn:in ~=Y~~ Z:'_°qn ~ 41 ~ 3 ~ ~ 6 8 4
~ c? 3x7 ~~' RS:e
LL: a3 ~k„a"s~a~~~~~ ~ ~' I
b p d ~ R ~
J ~: gi, ~"utS 477:99799~~~ I ~ I i c ~ ~ I $ F@4~ l ~~ ~g~ ~ ~ i0tl 4
I 7 ~ ~ !~ dd~ 99 !
b ~ ~r~ ~
~' ~ ~ ~~~~ ~~~ ~~~~gp ~ ~ ~~x
~~~ ='~ ~ ~ ~~ia!~~~~~ a~~ ~xc~~~
dFa p n R ~sgg b g R~x .~6~ ~
~q®1 '~ b~~ ~~
r na ~R88~d~~~g ~~~b3~~~p~
~ ~ 8~~~~~~~~~~~~~~~~~~~~
s
s Y I
I I I I ~fl ~fl ~` fs~\~ ~ 1 ~~g o ° ~ e -~"',r~l=--+."R.z--=1°r-~
sn Lap9nxA1 x r - II - _
T - T - T - -~- I -..~,5 0~. ~,.. ~ ~~ dal z --til l
..... A0. CIS n
1
rSaQ.3 rv ~ _ 3 u. .... ¢ n, ~, ~ N fi
.. z _ 5 a ig : a a x '~ 0 rv.: ~~ a pof I o
d ~min~ 1 R ~ s ~ ^ ,d '3 ~....M,y' ~ i ~ ~ ~~' ~ p ~ p $ R _p „a R ~ R 4.m ~ IS..d.~I- " I.. .,
- - - t ~ '
a•. ; L
~ F _ _ td a ~r ! / ~ ~ .nl .. / l~
1 r ~~' i~ a a Ha 9 'fl ~T~~~~"3r~9,~r: e~ z ~ '~_,e a.. k a.•~a p ~R 9'~s paa,~y \\~~ \~ / •.
p, ;p ~ "ael ~sr 3i R ~ - j ~ d~' ~ '~ ~~""WW~,/ rc) ~• J _ ..... 1Lf .oL 8 1 a. \ X21 ~ . A ~ , _, 3 3
r,~ ~ ~-~ z ' ~~ ~`` ~-~2!?'~`o?og., / ~`~~~p' a ~ ~,~y n~ _ ' Ivy ~ a~ E ar~''sz° ",~~\ ~o^~ \ ~1~ --
~ y3,' / ~ ~ f pry' a g9 O ~^ ~ \ ~/'°"' i
~~ ~ .~, \ 9 - ~~,~ 2oa ,rye ~ .. ` ~' ._ #I _ _ _y
~~ ,rah ~ \ y~s_ \ \ ^~ ~$, / :~~
( a ~ /4 ~'~/~ a f ~m \ \, ~ ~ \ ~+\ / / x Lowy p`--- -,x:... _ m
_ %i
\l@
_. I -
\~
I I -xuE- ~ ~ n `; - mss- -~. ' \ I
~- -- - -
_ 2
- a `
1,. ~~~ I I i ~ a
..
I
I ~ 'ONI N015 laens~ '. I ~ ,w I ~~ ~ \ Z oN'pens ~ f3~?lillIl~4D ~~ It''CN Ul3ns '" /
'@ ~ I I ~-• a \ 30 V11 3H , 30Y1I213N
l ~~o1e~ 1N31~N31J.L~5 1,. 1 _ ~ d '\ ~I / -
=. s ~~ ~ R' ltlld ,121tlNIWIl321d ~ ~ -
~ ; ~ #~ OH`ddI 'NdI4Ri3W _ . $ ' ; g ~ N
_ - ~ ~I~:~ 3JbllIA NO1f193Z _ _ - _; _
~~
~" '" ~
9
~ ~~
~~
i
~ I
~.
~I
-_~
I
~~
^
I
M
~_
~~
J~
_~
. a a
F
C ~
~: s o
o $~ °a €
3 ~ ~
~ mo
~~~~~aF
~ 3 ~~~~ ~~~ ~~ ~ o~s~
~ 8~~a ~ ~ ~~ ~ `~~~
~ ~~~~~ ~~ ~~~ ~ ~a~~
~~ ~ m ~ ~~ ~~~ . ~~3 ~ ~~~
~~ ~~ ~ ~~F i~E~~ ~°~ g ~~a~~$t~
a~ ~ F ~~~~ ~4~ ~~~ ~ e~~~~y
~ ~~ ~ ~ ~~~~ ~~~ ~~~ ~ s~~~~
"~ ~ ~
~~ ~ ~a~~~ ~~~ ~~~ ~ ~~~~
m ~ e ~ m
l 3N~lH~ltl
~.• ~
i ~ ~;•1.l 3NIlH~~bW
f! ~ ~` ~
~~; ~
~ i : ~., i
~ ~'~ L!
~~•; S ~'
ti•. ~
i~~
i ~.,
~ ~'•.
i
i ,, ~ ~`:
!~ ~~ `~
o\ ~ / n ~`'
4\qt
6
i
i
i
yl9d
h~
3~=~~
~~a~a
> ~~~~R
ltfld 1~21'dNIWIl32ld ~
9 ~ ~ s~ ~~ OHddI'NdIQI213W - $' _ `" ~
,, ~~ ~I~a~ 3Jbr1~IA NO1f193Z _ _ -
.~
~~ ~
~ ~ ~ ~ ~~~ ~ ~
~ s 3
~~ ~ s a a . ~ ~ ~~~ ~~ ~
~~r3 ~~~~ -
~
o
~~~~
o a
~~
~~ ~ _~~ ~
~ ~
~
-
~
` 3
~~
e
~
~
o
~ ~~
~ ~
~ ~ ~~~ ~ a~
~~ ~
15
~
'
,~
a 3 ~ ,
3~
~3
~ m
~
~ ~
°6~~~ d~ ~ g
~~~~ ~~~
~ ~~
~d~~g~
s F a~ a~~ ~~ ~ 4~~~ ~~~
~~~~ s ~~~~ 3
~
~ . ~ . m ~ st
~
a ~ Y yy9y
ry
~~
~~
~ Qgy
~a'~X~~ as yg~
~~i ~S ~2a G $
's~F~ x ^ ~ -
p
~~a~A
~ C s N m n m g
~ $~~,~•~
N ~ g ~ ~ ~ ? °. € ~ .. n m ~~~~8
lZ
18
)~
^
_.~
~~
Ll
a\~
L NAG
O!
5'!
~`'o~l 31~i~1 H ~l`d~lV'
~.~- -
l~ 3NIlH~1.`o W
AS~Q~'~A~'~D EA~~~ SCI~gTCI~~, ~~c.
November 17, 2003 RECEIVED..
Becky NfcKay
Engineering Solutions
150 E. Aikens St., Suite S
Eagle, ID 83616
~/ ~ ~
On November 14~` four stone drain test holes were excavated on the future phase portion
of the Zebulon Heights Subdivision project west of Eagle Road and south of McMillan
Road. The legal description is the V~lf2 of the NElf4 of Section 32, T.4N., R.IE. The
pits were excavated to 15 feet at the locations indicated by Kathy and PVC pipes were
installed to facilitate monitoring of water tables. A map is inchzded showing the E'iPS
locations of the test holes on a photo base.
All of the test holes were quite similaz with silt loam and silty clay loam textures over
extremely gravelly sand that extends from about 6 feet to beyond a depth of 15 feet. A
hardpan was encountered at a depth of about 3 feet in the two profiles at the south end of
the property. The two profiles at the north end lacked a hazdpan, but had compacted
gravelly sandy clay loam layers at about the same depth. No impermeable layers aze
present in any profiles.
No evidence of wetness or free water was observed in any profiles. 1 will take baseline
readings of all four test holes in mid-winter then monitor all on a bi-weekly basis
throughout the 2004 irrigation season. The profiles look dry and 1 would not expect to
see groundwater above a depth of 15 feet in any of the test holes. The monitoring will
verify presence or absence of groundwater.
If you have any questions or need anything additional, please call me at 850-4926.
..~
~f ~ ~ ,~~______.
HARLEY R. NOE
Professional Soil Scientist
CC w~attachments: Traditions by Amyx II,1,EP, 4$50 N. Rosepoint may, Suite 103,
Boise, ID 83713
gg~~aa,, pp ~~,g~ Storm Drain Test Hole Description & Evaluation
xe Of Evaluation: 11 /14/2003 Evaluated by: Harley Noe, Professional soil scientist
.requested By: Traditions by Arnyx II, LLP
Address: 4850 N. Rosepoint Way, Suite 103 Phone: 939-5665
City: Boise State: I D Zip: 83713
Legal DeSC: W l /2 of NE 1 /4 of Section 32, T.4N., 12.1 E., Boise Meridian, Ada County, Idaho
General Desc: South of McMillan Road & West of Eagle Road, future phases of Zebulon Heights Subdivision
Depth Color Texture Clay % Roots Mottles Est. Permeability Comments
(inches) (inmr-
Hole Number ~ Location: TH4-03 near SE corner of parcel
common very fine &
fine, few medium &
0 to 14 10YR 3l4 silty clay loam 32 to 35 coarse none 0.2 to 0.6 slightly firm moist
common very fine,
14 to 22 10YR 314 silty clay loam 30 to 35 fine & medium none 0.2 to 0.6 very friable moist
common very fine,
22 to 28 10YR 414 slt loam 25 to 27 fine & medium none 0.5 to 1.0 very friable moist
common very fine, layer is series of moderately cemented
7.5YR 3/4 & loam in lenses & fine & medium in hardpans w/ lenses & pockets of loam
28 to 56 10YR 614 pockets 10 to 15 upper 8 inches none 0.5 to 1.0 soil
very gravelly sandy
'" 'p 74 7.SYR 5/6 loam 8 to 12 none none 2 to 6 5% cobbles
extremely gravelly nearly loose in place, full range of sand
4 to 175+ variegated sand 1 to 3 none none 18 to 20 sites
General Notes: Slope 0 to 1 percent. No free water or evidence of wetness observed in test pit to
depth of 175 inches.
Hole Number & Location: THS-03 at the SW corner of aarcel
many very fine & fine,
common medium &
0 to 12 10YR 3/3 silty clay loam 27 to 30 coarse none 0.5 to 1.0 firm to friable moist
common very fine 8
fine, few medium &
12 to 24 10YR 313 silty clay loam 30 to 35 coarse none 0.2 to 0.6 friable moist
common very fine &
24 lo- 32 1QYR 4l3 silt barn 24 to 27 fine, few medium none 0.5 to 1.0 very friable moist
common very fine &
32 to 41 10YR 613 silty clay loam 27 to 30 fine, few medium none 0.2 to 0.6 very friable moist
7.5YR 4f4 & hardpan w/ lenses of few very fine & fine in moderately cemented & highly fractured,
41 to 59 10YR 6/4 dense soil - upper 12 inches none 1 to 2 can't be textured
Sg to 76 7.SYR Sf6 gravelly loamy sand 3 to 5 none Wane 6 to t 0 very friable to nearly loose moist
extremely gravelly
76 to 175+ variegated sand 1 to 3 none none 18 to 2D 5 to 10 percent cobbles
nera( Notes
Slope 0 to 1 percent. No evidence of wetness or free water observed in profile to a
Depth of 175 inches.
5~~~ ~~~°
Storm Drain Test Hole Description & Evaluation
~~~, ~~~
-~
Continuation Sheet
Date Of Evaluation: 11 /14/2003
Project: Zebulon Heights Subdivision future phases
Depth Color Texture Clay % Roots Mottles Ems' ~e~' Comments
(inches) (inltirl
Hole Number& Location: THtS-03 near the NW corner of oarcel
0 to 10
10YR 3!3
silt loam
15 to 18 common very fine &
fine
none
1 to 2
very friable moist
10 to 21
10YR 3/3
silt loam
15 to 18 common very fine &
fine
none
1 to 2
friable moist
21 to 40 10YR 314 loam 12 to 15 few very fine & fine none 1 to 2 very friable moist
40 to 74
7.SYR 5/4 very gravelly sandy
clay loam
20 to 22
few very fine & fine
none
1 to 2
friable moist, slightly compact in place
74 to 175+
variegated extremely gravelly
sand
1 to 3
none
none
18 to 20
moist, 15% cobbles
_.,1
-2neral Notes: Slope 0 to 1 percent. No evidence of wetness or free water observed in profile to 175
inches depth.
Hole Number ~ Location: TH7-d3 near the NE corner of I~arcef
0 to 12
10YR 3/3
silt loam
22 to 24 common very fine &
fine
none
1 to 2
very friable moist
12 to 36
10YR 3/4
silt loam
25 to 27 common very fine &
fine
none
0.5 to 1.0
very friable moist
36 to 62
7.5YR 4!6 very gravelly sandy
clay loam
25 to 28 few very fine & fine in
upper 18 inches
none
0.5 to 1.0
moderately dense in place, friable moist
62 to 175+
variegated extremely gravelly
sand
1 to 3
none
none
16 to 18
loose in place
~=eneral Notes: Slope 0 to 1 percent. No evidence of wetness or free water observed in pit to a depth
_;175 inches.
_ _ _ ~ {
'i''L' i _ ~i'W ~~,:
.C 4
__ ~EL ~. ~~ ,r
k 6 in ~ ,t ~ - ' Fq _
__ _
~. ~ -
r.*
~;
. j
- :_ ~ r :;-
;~~ '
~
~
~,=.~: _
~~(( ))~ +
~ •:~
..y}F.
~ylwv~}.
:
~
. ~ .
:
1 4L~~
`t6'F ~~1 r ,,5 SL~~41Ki ~'K •~~ '~'
~~
'
-~ ~
F
~~ .A ~ ~
~~ ~ ~ ~ ~
3-c si -3.y _.~' ~ i .~. r
:4
..
.
i.~ tt„3ir1 .~.. t ~ 2 `..~C '~ 3. 'riW" !f F!~~l~ y%'°~~~
,c , r
,
.
+
r
i
r ;, i
,
w
~ ~ ~
~~ ~~.
fir-;. .r.~ ~. ~` ~ s
-3'3L ~3. c zFy~ is ~~ *~ ::. ;_..
~~+~ C"•y_~ ~''~~`' t z~ ~~~ ~ -V~~j1~i£ ~ fir" .N.~. ~ ~~• ,~w
' I' ~ a
mr~~,~; a+ ~ ., .Fib ~ f _-r ~ird.~l.., i~ ~F
~ v~ ai ~ ~ 'S 1. ~"'c ~ .. -., ~ 3r~-r,
Y ~~~Y~~~~ j~ ~_ ~ a` '`+~'1F.~ ~ s~ ~a+.~_ . "fir ~t .
r~ ~~'4.~1 .. ,~~ S 2-sx-~Fr~-q ~. ~' -~ y~~~~~,'~`~'~ ~,r Y ~' i.. ~,---i~' y u,~~K..~T.- ~'r" :i ~ x
~ s .~`~ ,~..i=aw.,.,-s+---~-~-z s<> ~ ter.... ~`~' a~~- ¢ ,.~.. ~ FS -~°.i. - -~w: ~. ,_
z b , ~.~ ~ R
~ ~.
~;' ~~
\ ~ Y ( ey
-~--
-~
t.
~--
- P -r vn-r ......
,~...~.~..s~r.~ ---'^~i'-a. 4~~ Taw""-~...,..--+.-N,.
w 4 iN
r.9r_
~ e~.~e
~ -4 .51 Y C ~1 tt
'~ -~ ~,i T~" ~, ,y, _--k iii '
tz F~~~ e- - ~ t
~ _ ~ 5
~''~:x~,.5.~' ~-3;:i..~~_:..f _.. ~. -. ~.., ., _ _ t,,=;:~.u-~~ ...'~'_. _ ._~. ~- -' ter,. _ ... _ ~ .r~ _~_ ...,_.~._ z.
- - z ... _
ASSOCIATED EARTH SCIENCES, Inc.
BIOLOGY - GEOLOGY - ENG[NEERING -SOIL SURVEYS - SOtL & WATER QUALCIY
RESOURCE PLANNING -SITE INVESTIGATION
Harley R Nue X7-{0 N ,-lpplzhrook 6~~1~ Buis. lelahe}~ 5,71,, ~Phun~ & F~\. (3QSi9,9-5602 ~~IL-('_(}Sj 3:0-G~1?
September 28, 2004
Becky McKay
Engineering Solutions
150 E. Aikens St., Suite B
Eagle, ID 83616
RE: Final groundwater monitoring for Zebulon Heights Subdivision
Groundwater measurements have been completed on four test holes on the
Zebulon Heights Subdivision west of Eagle Road and south. of McMillan
Road. A table is attached which shows the recorded readings in depth below
ground level at each location for the entire season. Also included is a map
on a photo base with the GPS locations of each test hole shown.
Three of the monitor wells (TH4-03, THS-03 and TH7-03) have remained
dry to the bottom depth of the excavation at each reading. Site TH6-03 had
a maximum reading of 108 inches below ground level on May 12t". The
level then dropped at a fairly even rate to the maximum of 156 inches below
ground level on the f nal reading today. This hole is located within about 50
feet of an irrigation lateral which has some impact on levels at this location.
Placing the lateral into a conduit should lower groundwater levels at this test
hole. The degree of impact can not be known for sure, but I would expect a
drop of 2 to 4 feet. Moving south 100 or 200 feet from the TH6-03 location
would likely result in no groundwater within 15 feet as was observed in the
other test holes.
If you have questions or need anything additional, please call me at 850-
4926.
transmitted via a-mail
HARLEY R. NOE
Professional Soil Scientist
CC w/attachments: Traditions by Amyx II, LLP, Boise, ID
i
Oa
~ ~
0 ~
Q
y ~
w ~
~~
~~ ~
=a
Q
N
N ch o0 c0 O
~ c0 Cfl t[) O
~ ~ r r r
~ M aD et O
~
~ CO
r f0
r to
r O
r
~ M 00 O O
e` CO (O V ~
~ r r r r
m M ao ~ o
~ ~
r ~
r ~
r
r
N
~ ~ r r
~
W (h O N O
~ CU CO N to
~ r r r r
~ ~ N ~
CO
~ r r r r
N ch o0 f~ O
~ CO (O N O
~ ~ r r r
~ M O O ~
_ ~ ~
p
t r r
N O ~ ~
~ (
p
~ r r r r
N M W ~ O
~ m m a ~n
N M O N O
CO CO N O
`
~ r r r r
N ch O N O
~
~ CO
r CO
r ~O
r t0
r
W
M r ~- r r
z.
d @7 C7 M C7
~ ~ O O O O
Z
O
C
'~
f0
C
O
U
N
O
C
-~
C
f0
N ~
t~0 =
~ ~
N ~
Y a
o ~~
,+~_+ C
to 7
C ~
O l0
d C
L :~
+V+ C
Y
C N
•~ r
~ 3
3 ~
c ~
LL
ch .
0
co
~l
!+i
t
.~
C
7
d
N
M
0
C
~L
i~
._
C0
L
0
N
O
N
CO
M
N
CO
N
ti
N
r
ti
N
c0
d
~ ~.
~ r
r
fh _
r
L7
M
r
C
N
N
M
M
O
N d (fl ~ O N d' (O a0
r ~ r-
sayou0 ui'ana, punao~ nnoea8 y;da®
a
,r,._' .
~.~
R •r ;~~
'~ ~ T
~~
*"~
:.
~,
P Wy ~,
~~ ~ .
.~ ±y r
F:y f ~ r:
sky,, r :N.
~J ~ ~~L ~
Y~
s:;f s~'iuPi r.
a;
~~
,~' k
. `,
. _~`
~ ,'
~
,.. `
k .
~w'
,,
i ~
M
~!
i""' ' ~
'::''.' _ '
,~ ~~ ~
// ~~- /~- -r-----T \\ // I \\ ~- L_~_1_~_ _
I i I I \ / ~ \ IL __-I- ~ T-~~\
~ \ / I \ r - J I I ~ S~T7LEMENT RID '.....I.. ^• ..._I
~ WERITAGE HE ITAGE _ '~~
I / ~' BUBp NO 21 SUB. NO 2 \\ fiUBD O $1 .. I
I I
M I I I / ,, ~ "° \ e / .~ ~' . I M,. I a .,..I _ y ~ I ~..I ., I ~'~ I
a
/ ;a ~.
_ ,
~ ----"~-N -~: ,~ ../ e..,~\ DZ .~ - ° _ - - TIT -a
' ~..
', ; r;'I ~ I I' ~ / ~'q~ ~ ~ " = ~ ~.~ ~, " ~~ v ~ I r~~ ~ ,w ~ CAI v~l ~ ~'=A
N
~~,, .. z , ~' ,..
i j
m F )~ i \ \ ~ ~ 1~ x ~ /~) f
~ r,.
.~ w
- - ., _
~ r ~ v \ ~ ~
O .~ \ :.
- ,: ill .L.....,w- ~ .~, i ~~ a `e.. \ `'' a \ c\ ,;' _...\ ~', "~!!~ X,.'% .ate I,~
,, ~ / \ w \~.. ~ ~~
pp ,~~
a
, ~~pp
I i ` ~~~~jjjyjjPPPp'''''~~~~~~
~ 1
N
°W
e u -p
~ `.. ~ .. _ _~ ~T
!
~
~~
i ~
+ a
` \Np~ \
-
`
D __ I =~
-
r- -~ O-f
.,,L, ,,.,~.. ~ I ..,.n,..
I N D
_ _ 'A/ M / N Ur '
L_:.~
~ a I
I I a
e
I '
A_ 1. ~:~~ [,_
, '..\
\ e I I
~ i
"s \ _
g
~~:
~~
R
~~~ ~F~
z
I~
~ ~ r I ; ,
l t l
E 1®~ ~~g~
~~'~ i ~~
gg
5 ~ ~
~ ~ ZEBULON VILLAGE GINEER/NG
N
E NxsNrs PLANNER /CONTACT DEVELOPER OWNERS OF RECORD
~
$ a
$ SUBDIVISION ~
f
SOLOT~~NS escNV N~+uv ]wrmnoNe er ewk n ur
uxrmiaxr
surtE +oz ,w~uwoNe e. ,N],+ n ur
surtE +oz
wuxwemxr
+ws] w
'_I . PRELIMINARY UTILITY PLAN w +oze N. eoswio sr.. srE. +ao
ID e]W]
YFRIeNN ,
+ses] w. w
BINSE. Ip1f10 0.]]t] ,
.
BANE. ID0110 e])1e
OT
r \ _
$ 1N9 H. Rp0.w110 57.. SIE OBO am ,
Pliem (~) ON-ONO !m ION) NO~O1,+ Oaem pOw ON-OW Om (NB ON-Swt Nw UON Oa-N6 t. FzNI NF]lOi
1 w
°~' g LBGiEf IN a1E NE 1// OF SFCIION ]], L./N., R.IE.. e.k.
umlowe, iw. wuen, Iowa YEBiakN. ID e]90R
N.. pOw zx-aN z. Imq ue-N,~
,.,.,, .::.. , ~~ e a +
~~.. p P.
acne r r i
F! @ k + ~ 6!!! S .,~ ~ F
eu c+ N !#FR! w+3 - ~!! ~!! ~
~~ ,... g
w ~; gww g k+^ -
5k b.
~ g~
k '~....... ~' ~ct ;, Sze '~:'
. .. -
~ I ~; 1 ~ I ~_L.1_ i
~a ~; 1 v~~~ ~;/u+ ~ g I I I I
-------------------I ' i k ~~~ Y'\ ~ I I I
-i '~ ~ / \y/ ~ x \~/ \ 1 ~'
8
p~°1 II
~~ ~ ~ u
0 ~i II ~
'', ' e D o l
'd ..
~~.
p t
~~f~ ~ yis - _. ~
I„ ~ -
~. ~ ~~
N
r
O
N
i
O
i
O
'' ~<
0
0
N
W
ip
Hearing Date: October 4, 2012
File No.: PP-12-009
Project Name: Zebulon Village Subdivision
Request: Request for preliminary plat consisting of 40 building lots and 7 common other lots on
14.94 acres of land in the R-4 zoning district, by The Traditions by Amyx II, LLP.
Location: The site is generally located approximately '/4 mile west of N. Eagle Road & south of E.
McMillan Road, in the NE'/4 of Section 32, Township T. 4N., Range lE.