HomeMy WebLinkAboutSpring Creek Condo SHP
Hearing Date: March 13, 2007 (consent agenda)
File No.:
SHP-07-001
Project Name: Spring Creek Condominium Short Plat
Request:
Short Plat approval for 21 condominium units in 7 buildings in an R-8 zone by
Douglas Clegg.
Location:
175 E. Calderwood Drive in the NW Yr of Section 19, T.3N., R.1E.
RECEIVED
MAR 06 luui
City of Meridian
City Clerk Office
A~~\) Planning Department
~~'V;P~ ,,:~~~STRATIVEREVIEW APPLICATION
c U \ ,.,...,-\,')1-/,'-, _ ~~_.
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~c(,{ 0;,J52: (jP ,>..'
Type of Review Requested (check all that appIY)::;t::''V
YV'
OU'/;;d;~n ,
~-r' 1f).~HO /
~~~.{tK!
.tg!t.l
o Accessory Use
o Alternative Compliance
o Certificate of Zoning Compliance
o Conditional Use Permit Minor Modification
o Design Review
o Private Street
"Property Bo~darr Adjustment
~ShortPlat ~O
o Temporary Use Certificate of Zoning Compliance
o Time Extension (Director)
o Vacation
o Other
Applicant Information
Applicant name: Dou!!las Cle!!!!
Applicant address: 1341 E; Covev Run Ct. Earde. ID
Applicant's interest in property: X Own 0 Rent 0 Optioned 0 Other
Phone: 108.938.5145
Zip: 83616
Owner name: Same as above
Owner address:
Phone:
Zip: -
Ag€;nt name (e.g., architect, engineer, developer, representative): Dave Short P.L.S.
Finn name: Treasure Valler En!!ineers Inc.
Address: 1204 rlh St. N. NamTJa. ID
Phone: 108.463.0305
Zip: 83617
Primary contact is: 0 Applicant 0 Owner X Agent 0 Other
Contact name: Dave ShoTt P.L.S.
E-mail: dshorKiiJtveinc.com
Phone: 208.463.0305
Fax: 108.463.4391
Subject Property Information
Location/street address: 175 E. Calderwood Dr. Meridian. ID 83641
Assessor's parcel number(s): R5148460390/R5148460380
Township, range, section: 3N IE 19
Current land use: Residential
Total acreage: 5.98+
Current zon:in.g district: R-8
_ __ "~________~~~~_...__~. ~_ _ _ ____ __ __~_ __ ______ ~ ~ _ ~n__~_ _ ___ _ ___~ _~__._ -- -..
660 E. Watertower Lane, Suite 202 . Meridian, Idaho 83642
Phone: (208) 884.5533 . Facsimile: (208) 888.6854 · Website: wWw.meridiancity.org
1 (Rev. 9/21/06)
Project Description
Project/subdivision name: Larkspur Subdivision No.1
General description of proposed project/request: lots 1 & 2 block 2 of Larksvur Subdivision No.1 as shown in
book 93 of Plats at oaf!e 11 064
Proposed zoning district(s): R-8
Acres of each zone proposed: 5.98 +
Type of use proposed (check all that apply):
X Residential 0 Commercial 0 Office 0 Industrial 0 Other
Amenities provided with this development (if applicable):
Who will own & maintain the pressurized irrigation system in this development? Nampa-Meridian Irrif!ation Dist.
Which irrigation district does this property lie within? Namva-Meridian Irrieation Dist
Primary irrigation source: P.L Secondary: 200.000
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: 2
Number of common and/or other lots:
Proposed number of dwelling units (for multi-family developments only):
1 Bedroom: 2 or more Bedrooms:
Minimum square footage ofstructure(s) (excl. garage): 6.500 Proposed building height:
Minimum property size (s.t): Average property size (s.f.):
Gross density (DUfacre-totalland): Net density (DUlacre-excluding roads & alleys):
Percentage of open space provided: Acreage of open space:
Percentage of use able open space: (See Chapter 3, Article G, for qualified open space)
Type of open space provided in acres (Le., landscaping, public, common, etc):
Type of dwelling(s) proposed: X Single-family 0 Townhomes 0 Duplexes 0 Multi-family
Non-residential Project Summary (if applicable)
Number of building lots:
Gross floor area proposed:
Hours of operation (days and hours):
Percentage of site/project devoted to the following:
Landscaping: Building: Paving:
Total number of employees: Maximum number of employees at anyone time:
Number and ages of students/children (ifappIicable): Seating capacity:
Total number of parking spaces provided: Number of compact spaces provided:
Other lots:
Existing (if applicable):
Building height:
Authorization
. _ Date; . r. Iz. ~ (L - o\c-
o E. Watertower Lane, S te 02- Meridian, Idaho 83642
Facsimile: ( 08) 888-6854 - Website: www.meridiancity.org
2
Print applicant name:
------.-Applieant-signatuF~;-..
Spring Creek Manor
425 South Spring Creek Or. 653 North Eagle Road
Soda Springs. 10 83276 Eagle, 1083616
Phone (208) 547-0257 Phone (208) 938-5578
605 HIllcrest
American Falls, 1083211
Phone (208) 226-1856
Assisted Living
610 N Bridge SI.
SI. Anthony. 10 83445
Phone (208) 624-1088
175 E Calderwood
Meridian, 10 83642
Phone (208) 884-6119
November 28, 2006
City of Meridian
Regarding: Lot line adjustment for Larkspur
To whom it may concern:
We are requesting a lot line adjustment with the accompanying application for our Spring
Development Project located on Calderwood Rd. in Meridian Idaho.
Currently we have two lots -located within the Larkspur Development Project that are both
owned by the same entity. On April 1, of 2007 we will be refinancing this project with a
lender that is requiring the assisted living portion of this project to have a separate legal
description than the balance of the residential units that reside on the remainder of the
property. .
It is our intent to submit an additional application for a condo overlay on the 26 residential
town homes the first 'of the year and this lot line adjustment will allow us to separate our
ownership on the three buildings that intend to retain long term ownership of.
Your assistance in the process is greatly appreciated. Thank you for your time and
consideration regarding this matter.
Sincerely,
;Jf2
Douglas B. Clegg
Manager
_~__~__._~__ ___~.~"_".~ ",._ ~ n_._...~'_~____'___'_"""_"'._""__ _n_______ __ _, __ ___ _~ _~ ~r .____._ "_~_r~_____~ -~--.~--- -- ~.- ~ ---- ... .-.-~....---.-
ADA COUNTY RECORDER J. DAVID NAVARRO
BOISE IDAHO 04111105 03:13 PM
DEPUTY lonnle Oberbllllg 1111111111111111111111111111111111111
RECORDED-REQ.U~ST OF 105043417
Spring Creek Meridian LLC
AMOUNT 6.00
2
QUITCLAIM DEED
FOR VALUE RECEIVED, CCI CONSTRUCTION, INC., and Idaho corporation,
and LEE S. LONGS ON AND LEEANN LONGSON, husband and wife does hereby
convey, release, remise and forever quit claim unto SPRING CREEK MERIDIAN
LLC, an Idaho limited liability company whose current address is: 1091 N. Pinnacle Way,
Eagle, Idaho 8361
the following described premises:
Land in the Nonhwest Quarter of Section 19, Township 3 North, Range 1 East, Boise Meridian, City of
Meridian, Ada County. Idaho. described as follows:
COMMENCING at the Northwest comer of said Section 19; thence, along the West Line of said Section
19,
South 0055'00" West (South 0037'25" West of record - Warranty Deed Instrument No. 8758722), 1519.50
feet (1519.92 feet of record), to the Northwest comer of Parcel I as described in that certain Warranty
Deed, Instrument No. 103085744, Ada County, Idaho records, said point also being an extension of the
Southerly line of East Calderwood Drive, and the Plat of Running Brook Estates, as per the plat thcreof, in
Book 65, at Page 6636, Ada County Plat Records; thence, along said Southerly right-of-way,
South 89059'26" East, 420.93 feet, to the POINT OF BEGINNING; thence, continuing along the Southerly
right-of-way of East Calderwood Drive, and the South Line of Running Brook Estates,
South 89059'26" East, 699.23 feet, to the Southeast comer thereof, also being a point on the West Line of
The Meridian Greens, Unit No.3, as per the plat thereof, in Book 63. at Page 6402, Ada County Plat
records; thence along said West Line,
South 0047'20" West, 388.99 feet, to a point on the North Line of that parcel of land described in Warranty
Deed Instrument No. 7515057, Ada County Records; thence along said North Line,
North 89059'26" West, 693.94 feet; thence
North 0000'34" East, 388.95 feet, to the POINT OF BEGINNING.
TO HA VE AND TO HOLD the said premises, unto the said grantees, heirs and assigns forever.
Date:
State of Idaho)
County of Ada)
On this eiJ.. day of April, 2005, before me, the undersigned, a notary public in and
for said state, personally appeared Douglas B. Clegg, known to me to be the President of
the Corporation that executed this instrument and the person who executed the instrument
on behalf of said Corporation, and acknowledged to me that such Corporation executed
the same.
In witness whereof, I have hereunto set my hand and affixed my official seal the day and
year in this certificate first above written,
Lf) t-H.t".:u.
Notary Public
Residing In :
Expires:
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State of Idaho)
County of Ada)
On this ~ofJi.-- of April, 2005, before me, the undersigned, a notary public personally
appeared, Lee S. Longson and LeealU1 Longson, known to me or proven to me on the
basis of satisfactory evidence to be the person (s) whose name(s) are subscribed to the
within instrument and acknowledged to me that he/she/they executed the same.
l1'c-'1~ c/<.
Notary Public
Residing In:
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VICINITY MAP
N.T.S.
Page 1 of3
Carl Porter
From: David Couch [dscouch@adaweb.net]
Sent: Saturday, January 20, 2007 11 :01 AM
To: Carl Porter
Subject: RE: New Subdivision Name
January 20, 2007
Carl Porter
Treasure Valley Engineers
RE: Subdivision Name Reservation SPRINGCOVE SUBDIVISION
Dear Applicant,
At your request, I will reserve the name" SPRINGCOVE 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.
Sincerely,
David J. Couch, PLS
Ada County Surveyor
For procedure on reserving subdivision names go to: bJtp.Jlw:ww.,glg_gW~_P,..D,~V.Q.~.Y.S~_Cil$\IJY~YIB..s.\J.9.ngJJ1J~.bt.m
Check out the list of subdivision names at: bJtp.;lfw.ww".gd9.web.JJ~1lq.e~$e.[Yl$Y.rYeyl$J,J_bn.g.!D~$,Jltm
From: Carl Porter [mailto:cporter@tveinc.com]
Sent: Wednesday, January 17, 2007 11:45 AM
To: David Couch
Cc: 'David Short'; dcleggster@cableone.net
Subject: RE: New Subdivision Name
Dave,
Will any of the following work? Is using one word instead of two okay?
Springcove Condominiums
Coves pring Condominiums
Black Spur Condominiums
Carl Porter
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.Feb. 14. 2007 1:41PM
Treasure Valley Engineers, Inc.
No. 2119 P. 2
J'VAmY~
. November 11, 2004
Mark David
City ofMerldian Public Works Department
660 Bast WatertowerJ Suite 200
Meridian. Idaho 83642
SUBJECT: STATEMENT REGARDING GROUNDWATER ELEVATION
LARKSPUR. SUBDMSION
MERIDIAN, ADA COUNTY, IDAHO
Dear Mr. David:
The purpose of this letter is to document that based upon the available geotechnical information
that there is more than 3 feet of vertical separation from the centerline of the propo~ed road to
seasonal high groundwater. I have encIoseda copy of the site investigation report and
groundwater monitoring information for your records.
Thank you for your help. Feel free to call me at 463..03 OS if you have any questions.
Sincerely,
#~~.
:"";..
, ;
r
Lance Warnick, P.E.
Project Manager
Treasure V~ey ~gineers. Inc.
cc: File 04082
~:\Sargant\Lark8pur.southwoods\CivlI\ColT8$\Gmundwater11-11.2004.doc
TreflStlfe Va/ley Engineers,. Inc.
5680 Eo Rrtmklin Rd, Suite 220
Nampa,ldahD 83681
Phone: (i08) 463..(}j05
Fax: (208) 463.4391
Smail: mai/@Treosu.eValleyEngineer$.com .
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Feb: 14. 2007 1:41PM Treasure Valley Engineers, Inc.
6 MATeRIALS
TeSTING 6-
INspeCTION
Q Environmental Services
o Geotechnical Engineering
o Construction Materials Testing
o SpecIal Inspectlens
No. 2119 P. 3
S~tember S, 2003
Page i 90f28
\\mtiservcr2\reports\2003 repott9\6OO-799\b30774g\h30774geou:ch.doc
Volatile Organic Scan:
No environmental concerns were identified prior to commencement of the investigation. Therefore, soils .
obtained during oD-site activities were not assessed for volatile organic compounds by portable
photoionization detector. Samples obtained during our exploration activities exhibited no odors or
discoloration typically associated with this type contamination.
SITE HYDROLOGY
General Notes:
Existing surface drainage conditions are defined in the Description of Site. Information provided in this
section is limited to observations made at the time of the investigation. Regional and/or local ordinances
may require infonnation beyond the scope of this report.
Groundwater:
Perched groundwater conditions were encountered in test pits 2 and 3 at depths of 8.3 and 1.9 feet,
respectively. These test pits were advanced adjacent to ~en;~e Creek where soil types and geology differs
from the remainder of the site. The estimation of the extent to which groundwater levels fluctuate under
seasonal influences is problematic without regular monitoring. Groundwater levels in the' site vicinity are
controlled in large part by residential and commercial irrigation activity and canal leakage in the local area,
. and are likely at their maximum elevations during the irrigation season. Based on the evidence of this
investigation, and background knowledge of the area, it is unlikely that groundwater will be encountered
during construction and is anticipated to remain at depths of greater than 6 feet below the' ground surface
(Elevation 2620) throughout the year. .
HydrauliC Conducthity:
Soil permeability is' a measure of the ability of a liquid to move through a soil and was not tested in the field_
In this report this parameter is approximated by soil type and gradation. Of soils comprising the generalized
soil profile -ror tbis study, clay and silt soils generally offer little permeability, with typical hydraulic
conductivity values less than 2 inches per hour. Conductivity values between 4 and 12 inches per hour can
generally be expected in clayey/silty sand soils. Poorly graded gravel soils typically exhibit hydraulic
conductivity values in excess of 24 inches per hour. Clayey gravels are expected to offer 4 to 10 inches per
hour. However, clayey gravels wit;h Calcium. carbonate cementation encountered at varying depths across the
site, will likely reduce hydraulic conductivity values to near zero.
7446 W. Lemhi St., 8oise. 10 133709
E-Mail mti@mti.id.com
Copvril{bt @ 2003 Materials Testing & Inspecaon, Inc.
206 376-474B Fax 208 322~6515
www.rntl-Id.com
-.Feb. 14, 2007 1 :42PM
Treasure Valley Engineers, Inc.
ASSULJATEIJ EAKTI1 ~LU;NCES, Inc.
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RF.SO!'IKE N,..l":'\I~G - SITl\ 1:\ YESTIO.~TIOK
No. 2119
p, 4
Ol<l11 It Loga!l 6:::38 F.cl~ilwILt.,. Driv~ BOls~. IdQroo 83709 Phl1nc; (2!)~ I (,7:-nJ.1 r.\.\:: i:!rJli'j (,72.1)214 .
fbtlo:y R. ~'N :;74H K APf\]=!'l\'od; w~~. al'lis<1. Jdah SJi13 :?hoa~ 8; F '\.\:: (:UJ~i 9J?-~{)1)2 Cdl: (2011) 8~!)-4921i
December 19, 2003 .
Lance Warnick .
Treasure Valley Engineers, Inc.
5680 E. Franklin Road
Suite 220
Nampa.1P 83687
On December Illll we excavated and described five test holes OD an appro~m~tely 10
acre parcel at 2190 South Meridian Road. The purpose of the evaluation was to
determine suitability of soils to be used for storm drain fi&eilities and to sample for R-
value testing_ Profile descriptions of all test holes are at.taChed. Also included is a map
showing the GPS locations of the test holes.
Free water was. encountered in the lower depths of three oftha test holes (TH2-03, TH4-
03 and THS-(3). Monitoring tubes were installed in test holes TIil..Q3, TIi3-Q3 and
THS..o3 to allow measurement of any groundwater present. When measured on
December 18th water was encountered in test hole THS..o3 at 9Q inches below ground
leveI. while THI-03 and TH3-03 were dry to a depth of 175 inches. Because of the
sandy textures below about 60 inches in most PtDfiles,evidence of seasonal wetness was
difliQJlt to determine. To verify depth to seasonal groupdwate:r~ the test holes should be
monitored on a biweek;1y basis during the irrigation season.
Samples were taken from test holes TH2"()3 and 1H4-03 in the 16 to 24 inch zone and
fOlW3l'ded to the MaieriaIs Testing &: Inspection labora.tmy for R-value testing. Values'
for the samples rangccl from 12 to 22 for 'fH2'()3 with a 200 PSI value of 16 and from 16
to 2S for TH4-03 with an 18 value at 200 PSI. These samples represent well the load
bearing soilconditioDS on the remainder of the property. Copies of the test results are
attached.
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Test'hole llIS-03 lies within SO feet ofa perennial drainage ditch and has an overburden
ofgravelly material removed from the drain during clMftine' Groundwater appears to be
higher at this location, probably due to influence from the drainage ditch and since it is
located in a lower position. .
HARLEYR. NOE
Professional SoU Scientist
cc w/,uer.hments: Ron Sargent, Samag, LLC~ Boise