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Application
• MayorTammy 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 City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City. Clerk, by: July 31, 2012 Transmittal Date: July 10, 2012 File No.: FP 12-014 Hearing Date: August 7, 2012 Request: Final Plat approval of 28 building lots and 2 common lots on approximately 6.71 acres in an R-8 zoning district for Larkspur Subdivision No. 4 By: JLJ Enterprises Location of Property or Project: 240 E. Edmonds Court Joe Marshall (No FP) Scott Freeman (No FP) Steven Yearsley (No FP) Michael Rohm (No 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 (No vaR, va,c, FP> Building Department/ Rick Jackson Fire Department Police Department City Attorney City Public Works /Scott Steckline City Planner City Engineer Economic Dev. (cuP only> Parks Department 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. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org • E IDIAN~:--- jaA~o Planning Department COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ^ Alternative Compliance ^ Annexation and Zoning ^ Comprehensive Plan Map Amendment ^ Comprehensive Plan Text Amendment ^ Conditional Use Permit ^ Conditional Use Permit Modification ^ Design Review ^ Development Agreement Modification ^ Final Plat ® Final Plat Modification ^ Planned Unit Development ^ Preliminary Plat ^ Private Street ^ Rezone ^ Short plat ^ Time Extension (Commission or Council) ^ UDC Text Amendment ^ Vacation (Council) ^ Variance f7 ether ~y Applicant Information Applicant name: JLJ Enterprises Inc. Phone: 955-6655 Fes: Applicant address: 2894 E. Ragusa, Meridian, ID Zip: 83642 E-mail: limj@jljenterprisesinc.com Applicant's interest in property owner name: Same as above Owner address: Phone: Zip: E-mail: Fax: Agent name (e.g., architect, engineer, developer, representative): Surveyor Firm name: Sawtooth Land Surveying, LLC Phone: 398-8104 Fes: 398-8105 Address: 207 W. Main St., Emmett, ID Zip: 83617 E-mail: Sus@sawtoothls.com Primary contact is: ^ Applicant ^ Owner ®Agent ^ Other Contact name: Gus Porter Phone: 398-8104 F~:398-8105 Contact address: 207 W. Main St., Emmett, ID Zip: 83617 E-mail: Sus@sawtoothls.com Subject Property Information Location/street address: Assessor's parcel number(s): 82114050212, 82114050270, 82114050305 Township, range, section: T3N, R1 E, Section 19 Total acreage: 6.71 acres Current land use: 1 Vacant, 2 residential Current zoning district: R-8 B Own ^ Rent ^ Optioned ^ Other 33 E. Broadway Avenue, Suite 210 Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 Website: www.meridiancity.org 1 (Rev. 11/29/11) • Project Description Project/subdivision name: Larkspur Subdivision No. 4 General description of proposed project/request: Medium-density single family residential subdivision Proposed zoning district(s): _ Acres of each zone proposed: Type of use proposed (check alt that apply): ® Residential ^ Commercial ~ Office ^ Industrial ^ Other Amenities provided with this development (if applicable): Open Space Who will own & maintain the pressurized irrigation system in this development? Nampa/Meridian Which irrigation district does this property lie within? Nampa/Meridian Primary irrigation source: Irrigation district secondary: City Water Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is city water): Resideutial Project Summary (if applicable) Number of residential units: 30 Number of building lots: 28 Number of common and/or other lots: 2 Proposed number of dwelling units (for multi-family developments only): 1 Bedroom: Minimum square footage of structure(s) (excl. garage): Minimum property size (s.f): 5000 Gross density (DUlacre-total !and): '4.47 Percentage of open space provided: 3.29 Average property size (s.f.): 7,860 Net density (DUlacre-excluding roads & alleys): 5.54 Acreage of open space: 0.2205 acres Percentage of useable open space: 100% (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Common, landscaping Type of dwelling(s) proposed: ®Single-family ^ Townhomes ^ Duplexes ^Multrfamily Non-residential Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: 2 or more Bedrooms: 1500 Proposed building height: 35' Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Total number of employees: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Total number of parking spaces provided: Authorization Paving: Seating capacity: Number of compact spaces provided: Print applicant name: Gus Porter Applicant signature: ~~ 'tom Date: 1 Z 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 (Rev. 11/29/11) June 25, 2012 • 5awtooth Land Surveying, LLC P: (208) 398-8104 F: (208) 398-8105 207 W. Mam 5t, Emmett, ID 8361 7 City of Meridian Planning and Zoning Department 33 E. Broadway Ave. Meridian, ID 83642 Re: Larkspur Subdivision No. 4 Project Narrative To Whom It May Concern: • This letter is to inform the City of Meridian's Planning Department that Sawtooth Land Surveying, LLC, an agent acting on behalf of JLJ Enterprises, Inc., Coleman Communities, Inc., and Mrs. Karen Marlow, intends to develop Larkspur Subdivision No. 4. This property is currently zoned R-8 medium-density, single family residential. It is our intention to construct thirty (30) residential lots, twenty six (26) of which will have newly constructed homes; two (2) have an existing home which is to remain, and two (2) common tots. It is our desire for each residential lot to be served with utilities from the City of Meridian, irrigation from the Nampa- Meridian Irrigation District, and for the public streets to be dedicated to the public, owned and maintained by the Ada County Highway District. The vacation of E. Edmonds Ct. as outlined in the conditions of approval shall be a part of this Final Plat. Ownership of a portion of the area to be vacated will be transferred to Karen Marlow who resides at 230 E. Edmonds Ct. which is shown as Lot 1 Block 12. The remainder of the property is to be transferred to John Bartlett who resides at 105 E. Edmonds Ct. If there are any questions, please don't hesitate to contact me. Thank you, c~,.~ P~~ Gus Porter Partner Sawtooth Land Surveying, LLC P:\2012\12012-JLJ-LARKSPUR\Drawings\Final Plat\APPLICATION\PH 41PROJECT NARRATIVE.docx Page ~1 • • Sawtooth Land Surveying, LLC ~~.w :>,,,., v.~~ P: (208) 398-81 04 F: (208) 398-8105 207 W. Main St, Emmett, ID 836 1 7 Legal Description for Larkspur Subdivision No. 4 A replat of a portion of Lots 5 8~ 6 of Edmonds Subdivision, as shown in Book 33 of Plats, Pages 2050- 2051,Ada County Records, within Government Lot 3 of Section 19, T. 3 N., R. 1 E., B.M., City of Meridian, Ada county, Idaho, more particularly described as follows: Commencing at a found aluminum cap, marking the W 1/4 corner of said Section 19; Thence South 0°56'09" West coincident with the west line of said Government Lot 3 of Section 19, a distance of 1330.58 feet to a found 5/8" rebar (no cap) marking the southwest comer of said Govemment Lot 3 of Section 19; Thence South 89°59'01" East coincident with the south line of said Government Lot 3 of Section 19, a distance of 641.49 feet to a set 5/8" rebar/cap PLS 14221 marking the southwest comer of Lot 6 of said Edmonds Subdivision and the Point of Beginning; Thence North 0°02'21" East, coincident with the west line of said Lot 6 of Edmonds Subdivision, 337.33 feet to a set 518" rebar/cap PLS 14221; Thence South 89°59'56" West, 90.21 feet to a set 5/8" rebar/cap PLS 14221 and the beginning of a non- tangent curve; Thence 106.63 along the arc of said curve to the left, coincident with the southerly Right of Way line of E. Edmonds Dr., with a central angle of 48°52'31", a radius of 125.00 feet, subtended by a chord bearing North 64°26'19" East, 103.43 feet to a set 5/8" rebar/cap PLS 14221; Thence North 31°24'26" East, 25.99 feet to a set 5/8" rebar/cap PLS 14221, and the beginning of a non- tangent curve; Thence 53.31 feet along the arc of said curve to the left, with a central angle of 67°52'43", a radius of 45.00 feet, subtended by a chord bearing South 77°44'14" West, 50.25 feet to a set 5/8" rebar/cap PLS 14221 and the point of reverse curvature; Thence 16.13 feet along the arc of said curve to the right, with a central angle of 46°12'12", a radius of 20.00 feet, subtended by a chord bearing South 66°53'58" West, 15.69 feet to a set 5/8" rebar/cap PLS 14221; Thence North 89°59'56" West, 40.54 feet to a set 5/8" rebar/cap PLS 14221, and the beginning of a non- tangent curve; Thence 29.53 feet along the arc of said curve to the left, with a central angle of 22°33'43", a radius of 75.00 feet, subtended by a chord bearing North 78°43'12" East, 29.34 feet to a set 5/8" rebar/cap PLS 14221; Thence North 18°38'37" West, 99.98 feet to a set 5/8" rebar/cap PLS 14221; P:12012\12012-JLJ-LARKSPUR1Drawings\DescriptionslPH 4\12012-PH 4 BOUNDARY DESC -REV 1.docx Page ~1 Thence North 57°40'18" East, 46.83 feet to a set 5/8" rebar/cap PLS 1~1; Thence North 0°00'58" West, 83.33 feet to a set 5/8" rebar/cap PLS 14221, and the south line of Larkspur Subdivision No. 3 as shown on file in Book 103 of Plats at Pages 13833-13835 Ada county Records; Thence South 89°56'14" East, coincident with said south line of Larkspur Subdivision No. 3, a distance of 384.03 feet to a found 5/8" rebar/cap PLS 10782; Thence South 0°45'52" West, coincident with said south line of Larkspur Subdivision No. 3, a distance of 79.78 feet to a found 5/8" rebar/cap PLS 10782; Thence South 89°14'08" East, coincident with said south line of Larkspur Subdivision No. 3, a distance of 160.00 feet, to the east line of said Lot 6 of Edmonds Subdivision from which a witness corner bears North 89°14'08" West, 2.00 feet to a found 5/8" rebar/cap PLS 10782,; Thence South 0°45'52" West, coincident with said east line of Lot 6 of Edmonds Subdivision, 514.00 feet, to a found 5/8" rebar/cap PLS 4431 and the southeast corner of said Lot 6 of Edmonds Subdivision; Thence North 89°59'01" West coincident with the south line of said Lot 6 Edmonds Subdivision, 485.25 feet to the Point of Beginning; The above described parcel contains 6.71 acres, more or less. Together with and subject to covenants, easements and restrictions of record. ,~. ~°Nv ENS\ End Description ~ l ~ ~~~,~ a ~~~ ~ '~Rt Poa~i P:\2012\12012-JLJ-LARKSPUR1Drawings\Descriptions\PH 4112012-PH 4 BOUNDARY DESC -REV 1.docx Page ~2 • ~„li I G i e ~ r '` ' ' ' ' C ~ , ADA County Residential Listing Report General Information Parcel#: 82114050270 Sub DivisionlAdditlon: EDMONDS SUB Primary Owner: MARLOW KAREN ANNE LIVING TRUST Secondary Owner. MARLOW KAREN ANNE TRUSTEE Site Address: 230 E EDMONDS CT MERIIIAN, ID 83642-0000 Mailing Address: PO BOX 15216 BOISE, ID 63715-0000 Legal Description: ,PAR#0270 @ W SIDE LOT 06 EDMONDS SUB #0250-S Totaf Acreage: . 0.944 Zoning: R-8 Land Use; Primary Characteristic: RESIDENTIAL Year: Assd Val: HO Exmpt: Tax Val: Est Tax: ••zD11 $2tosoo.oo (592,040.00) 5118,460.00 S1,621.14 School District: MERIDIAN SCHOOL DISTRICT zo1D 5239,10090 ($92,040.00) 5197;947.00 51,789.43 7wn-Rng-Sec 3N1E19 2009 $332,6D0.00 (5104,471.00) 5228,129.tlD 52,855,30 Neighborhood: 2008 $360,200,00 (5100,938,00) 5259,262.00. $2,711.10 Irrigation District: NAMPA-MERIDIAN IRRGATION DISTRICT & "values are net finalized until June of current }~e~r DRAINAGE Last Published Levy: tl.osz971es4 Fire District: Meridian Fire District Code Area: 03 Soils: GRV-L5 GRV-S GRX-S Residential Lots Or Acreages sss.7oo.o0 Flood Zone: X Improvements. Residential in nature, located on 20 5141,800.00 ML5 Area: SE Meridian: 1000 Transfer Date: 2/10/2012 Effective pate: 2/2/2012 Residential Characteristics Dwelling Type: SINGLE FAMILY Low Flr SgFt Fin: 0 Deck 1 SgFt: 0 Year Built: 1975 Low Flr SgFt Un-Fin: 0 Deck 1 Covered?: N Property Type: REAL Basement SgFt Fin: 0 Deck 2 SgFt: 0 Design: SINGLE LEVEL Basement SgFt Un-Fin: 0 Deck 2 Covered?: N No. Bedrooms: 3 Attic SgFt Fin: 100 Patio 1 SgFt: 151 No. Bathrooms: 1 Attic SgFt Un-Fin: D Patio 1 Covered7: Y No. Kitchens: 1 Car 1 Storage SgFt: 464 Patio 2 SgFt: 0 No. Fireplaces:. 1 Car 1 Storage Type: 1 Patio 2 Covered?: N Heating Method?: Y Car 2 Storage Type: Z Pool SgFt: 0 Air Conditioning?: Y Car 2 Storage SgFt: 900 Gen. Purpose Bldg SgFt: 864 .Ground Floor SgFt: 2,121 Porch SgFt: 72 Upper Floor SgFt: 0 Total SgFt: 2,221 $ISgFt 592.44 Powered By Single point Solutions ----- www.spsgis.com . ~ _ ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 9.00 3 ~{ _. 6015E IDAHO Oi126J08 Od:30 PM ~II ~'IIIIIIII'~I~I~I~II~II`I'~I~II'~~ i DEPUTY DanleHe Goulette I RECORDED-REQUEST OF 108009131 Tran:napon Title LandAmerica Transnat~on Order No.: 0600046971-Ib WARRANTY DEED FOR VALUE RECEIVED f Greenspur Investments, LLC, an Idaho Limited Liability Company GRANTOR{s), does{do) hereby GRANT, BARGAIN, SELL AND CONVEY unto: ,~~C_ David D. Marlow and Karen A. Marlow, husband and wife i GRANTEES{s), whose current address is: 230 E. Edmonds Court, Meridian, ID 83642 the following described real property in Ada County, State of Idaho, more particularly described as follows, to wit: SEE ATTACHED EXHIBIT "A" TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said heirs and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantees}, that Grantor(s) is/are the owner(s) in Fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and general taxes and assessments, (including irrigation and utility assessments, if any) for the current year, which are not yet due and payable, and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. Dated this a 'day of January, 2008 Greenspur Investm~s, LLC By: Ronald D. Sargent Its: Manager order No. 0600D46971-Ib peed-Warranty 1/23/08 2:30 PM • r r. • Order No. 0600046971-Ib State of Idaho County of ~~1.~ On this ~~ day of January, 2008, before me the undersigned, a Notary Public in and for said state, personally appeared Ronald f7. Sargent known or identified to me to be the person(s) whose name is/are subscribed to the within instrument as the Manager of Greenspur Investments, LLC and acknowledged to me that Ronald D. Sargent executed the same as such Manager. /'~~• ~y~.K.f-tJ-+Q`.~=.Gs'i /36,.L_ p60p°a0a0lfaa°°j0p Notary Public Name: ,_-.Lois Bunderson .~°° ~o,°°°a' Residing at Boise, Idaha__ °°°° 5 °°°~ °° d o 0 My Commission Expires: 3-22-11 °' ~~~~~ °~g g ~J°° b 4 ~ o~ n Arn° c °o: • a0° ~ ~ 790 °~' o C Spa o J o C~ ~ o° ~ m '°p y~'°°°o°°oo°°°° ~,o+,o .° ° yD °~. °OO0Op00aaawa°~p9p°°° Order No, 0600046971-Ib Deed-Warranty 1/23/08 2:30 PM r "~ Order N~. 060D046971-Ib I~xHZSiT "A,. Land within Lot 6 of Edmonds Subdivision, according to the official plat thereof, filed in Book 33 of Plats at Pages 2050 and 2051, And Amended by Affidavit recorded April 4, 2007 as Instrument No. 107047652, records of Ada County Idaho, within Government Lot 3, of Section 19, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a found brass cap, (Corner Record No. 9149706} marking the West quarter corner of said Section 19; thence South 0°56'09" West coincident with the West line of said Government Lot 3, a distance of 465.95 feet; thence South 89°03'51" East, 334.92 feet to the Northwest corner of Lot 5 of Bald Edmonds Subdivision, also being the Northeast corner of Volkman Subdivision, according to the official plat thereof, filed in BDOk 53 of Plats at Pages 4652 and 4653, records of Ada County Idaho; thence along the North line of said Lot 5 of said Edmonds Subdivision, also being coincident with the South line of Lot 1 of Edmonds Subdivision, and the South line of Larkspur Subdivision No. 2, according to the official plat thereof, filed in Book 97 of PiaCs at Pages 12314 through 12317, records of Ada County Idaho. South 89°57'16" East, 789.2Q feet to the Northeast corner of said Lot S of Edmonds Subdivision, and the Southeast corner of said Larkspur Subdivision No. 2; thence South 0°45'52" West coincident with the East line of said Lot 5 of said Edmonds Subdivision, 408.84 feet to the East corner common to Lots 5 and 6 of Edmonds Subdivision; thence South 89°59'02" West coincident with the North line of said Lot 6 of Edrnonds Subdivision, 286.03 feet to the POINT OF BEGINNING; thence South 0°45'52" West, 174.37 feet; thence South 73°42'15" West, 163.80 feet; thence North 90°00'00" West, 45.52 feet to the West line of said Lot 6 of Edmonds Subdivision; .thence North 0°02'21" East coincident with said West line of Lot 6 of Edmonds Subdivision, 87.92 feet to the Southerly right-oF-way line of Edmonds Court and a 45.00 foot radius non- tangent curve to-the left; thence along the arc of said curve, 124.38 feet through a central angle of 156°21'46", subtended by a chord which bears,. Noah 10°51'28" East, 88.40 feet; thence North 40°00'04" EasC, 23.55 feet to a 77.00 foot radius curve to the right; thence .along the arc of said curve, 67.17 feet, through a central angle of 49°58'58", subtended by a chord which bears; .North 64°59'33" East, 65.06 feet; thence North 89°59'02" East, 114.25 feet to the POINT OF BEGINNING. Initials . ~-C.~ Order No. 0600046971-Ib Deed-Warranty 1/23/08 2:30 PM • • It ti " a ~ ~ O n ~ ~ C ~ ~ ~ :'~ ~ Q ~ ADA County Residential Listing Report General Information Parcel #: 82114050305 Sub bivislonlAddition: EDMONDS SUB Primary Owner: BARTLETT JOHN W III Secondary Owner: Site Address: 105 E EDMONDS CT MERIDIAN, ID 83642-0000 Mailing Address: 105 E EDMONDS CT MERIDIAN, ID 83642-0000 Legal Description: LOT 7 EXC R/W EDMONDS SUB #0300 B Total Acreage: 4.488 Zoning: RUT Land Use: Year: Assd Val: HO Exmpt: Tax Val: Est Tax: Primary Characteristic: RESIDENTIAL ••2011 $215,900.00 ($81,500.00) $134,40D,60 $1,582,34 5choal District: MERIDIAN SCHOOL DISTRICT 2010 $242,4oD.oD ($sz,o4o.oa) $149,950.00 $1,714.87 Twn-Rng-Sec 3N1E19 2009 529z,1oo,oD (51oa,471.00} 5187,629.00 $2,005.17 Neighborhood: 2008 $343,800.00 (5100,938.00} 5242,Bfi2.00 52,392.19 "'values are not finalized until June of current year Irrigation District: NAMPA-MERIDIAN IRRGATION DISTRICT & DRAINAGE Last Published Levy: 0.01143493fi Fire District: Meridian Fire District Code Area; 242 Soils: GRV-LS GRV-S GRX-S Rural Residential Subd ivisions 51z2,soo.oo Flood Zone: X Improvements, Residential in nature, located on 15 Ss3,DDD.oD MLS Area: SE Meridian: 1000 Transfer Date: 11/26/2002 Effective Date: 1114!2002 Residential Characteristics DwellEng Type: SINGLE FAMILY Low Flr SgFt Fin: 676 Deck 1 SgFt: 0 Year Bulit: 1975 Low Flr SgFt Un-Fin: 0 Deck 1 Covered4: N Property Type: REAL Basement SgFt Fin: 0 peck 2 SgFt: 0 Design: SPLIT ENTRY Basement SgFt Un-F in: 0 Deck 2 Covered7: N No. Bedrooms: 4 Attic SgFt Fin: 0 Patio 1 SgFt: 100 No. Bathrooms: 2 Attic SgFt Un-Fin: 0 Patio 1 Covered?: N No. Kitchens: 1 Car 1 Storage SgFt: 624 Patio 2 SgFt: 0 No. Fireplaces: 1 Car 1 Storage Type: 1 Patio 2 Covered7: N Heating Method?: Y Car 2 Storage Type: Pool SgPt: 0 Air Conditioning?: Y Car 2 Storage SgFt: 0 Gen. Purpose Bldg SgFt: 725 Ground Flaor SgFt: 1,300 Porch SgFt: 140 Upper Floor SgFt: 0 Total 5gFt: 1,976 $lSgFt $104.00 Powered By Single Poinf Solutions ------- www.spsgis,com • LandAmerica ~3tlA CUUNTY RECORDER lransnatf®n .; q.1YIQ hiI~VARRO ~~02 N0 -4 r;a 4~ ~ 3 E5crowNo. T02-86442 ~G • RECORDED'REQUEST OF r-~~~---~DEP!JF ' ~ ..---- ~DZ128905 ~[ {J ~ 1 LI Lf1~ M ®~ G FOR VALUE RECEIVED Linda J. Bartlett, an umm~rried woman do{es) hereby convey, release and forever quitclaim unto: John W. Bartlett III,. an unmarried mnn Wh05e CUII'ent addreSS 1S: 105 $dmonds Ct. Meridian, ID 83642 the following described premises, to-wit: 8SS EXHIBIT "A" ATTACHED (Continued} Date: October 29, 2002 C/ L do J. Snrt tt Notary Acknowledgment -see page 2 • • QUITCLAIM DEED -NOTARY ACi(NOWLEDGMENT(S): State of Idaho, Caunry of Ada, ss. On thls ~~~ of October in the year of 2002, before me, the undersigned, a -Notary Public in and for said State, pe sonally appeared Linda J, Bartlett known or Identified to me to be the pars (s) whos n me(s) ~re subscribed he within Instrument, and acknowledged to me that ~Ithey axe u d the same. '• . ,, .` ~ T '• PQ AR} ~: Renea Cox Residing at: Bosie ~ ~ ~ug-"~ Mycammissianexpires:02/10104 Enter legal description (continued) EXHIBIT "A" Lot 7 of EDMONDS SUBDIVISION, according to the official plat thereof, filed in Book 33 of Plats at Pages 2050 and 2051, records of Ada County, Idaho. EXCEPT a parcel of land being on the Easterly side of the centerline of State Hlghway No. 69, Project No. SRR53782(2) Highway Survey as shown on the plans thereof now on file in the office of the idaha Transportation Department, Division of Highways, and being a portion of Lot 7, Edmonds Subdivision, according to the plat thereof, filed in Book 33 of Plats at Page 2050, records of Ada County, Idaho, described as follows, to-wit: Beginning at the Southwest corner of Lot 7 of said Edmonds Subdivision, Ada County, Idaho; thence Northerly end Easieriy along the Westerly and Northerly fines of said Lot 7 a distance of 393.0 feet, more or less, to a point in a IEne parallel with and 60.0 feet Easterly from the centerline and bears South 89°21'29" East from Station 397+74.34 of said State Wighway No. 69, Protect No. SRR53782(2) Highway Survey; thence South 0°38'31" West along said parallel line 342A1 feet to a point in the South line of said Lot 7; thence South 89°42'46" West (shown of record to be North 89°59'45" West) along said South line 20.0 feet, more or less, to the PLACE OF BEGINNING. ". ~ _ ... ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.OU 2 BOISE IDAHO 05106/10 03:40PM IIII RECORDED•REOUEST OF DEPUTI'VickfAAllen III~~II~~~I~~~~~'N~~~~I'~~~~I~I~II~~~~I~III~I~IIu~~I~III~II~~~ TI1'LEONE BOISE 110041993 TitleC~ile A tIIIC & C9C[°N Cd Order Number: A1091022 JGINB Warranty Deed For value received, Greenspur Investments, LLC, an Idaho limited liability company the grantor, does hereby grant, bargain, sell, and convey unto JLJ Enterprises, Inc. , an Idaho corporation whose current address is 1560 Carol St, Meridian, ID 83642 the grantee, the following described premises, in Ada County, Idaho, to wit: Land within Lots 5 and 6 of Edmonds Subdivislon as shown in Boak 33 of Plats at Pages 2050 and 2051, Ada County Plat Records, within Government Lot 3 of Section 19, Township 3 North, Range 1 fast, Boise Meridian, City of Meridian, Ada County, Idaho, more particularly described as foltaws: Commencing at a found brass cap (corner record, No. 9149706} marking the West quarter carnet of said Section 19; thence South 0°56'09" West colncident with the West line of said Government Lot 3, a distance of 465.95 feet; thence South 89°03'51" East 334.92 feet to the Northwest corner of Lot 5 of said Edmonds Subdivislon, also being the Northeast Corner of Valkman Subdivision, in Book 53, at Pages 4652 and 4653, Ada County Plat Records, and the point of Beginning; thence along the North line of said Lot 5 of said Edmonds Subdivision, aiso~being colncident with the South Ilne of Lot 1 of Edmonds Subdivision, and the South line of Larkspur Subdivision No. 2, in Book 97, at Pages 12314 through 12317, Ada County Piat Records South 89°57`16" East 789,20 feet to the Northeast earner of said Lot 5 of Edmonds Subdivision, and the Southeast comer of said Larkspur Subdivislon No. 2; thence South 0°45'52" West coincident with the East line of said Edmonds Subdivision, 858.81 feet to the Southeast comer thereof, also being the Southwest 1116 corner of said Section 19 and the Northwest corner of Qbsenration Point Subdivision In Book 84 at Pages 9276 through 9278, Ada County Plats; thence along the South line of said Edmonds Subdivision .North 89°59'01" West 485.25 feet io the Southwest corner of said Lot 6; thence along the West line of said Lot 6 North 00°02'21" East 229.40 feet; thence South 90°00'00° East 45.52 feet; thence North 73°42'15" East 163.80 feet; thence North 00°45'52" East 174.37 feet; thence South 89°59'02" West 114.25 feet to a 77,00 foot radius curve to the left; thence along said curve, an arc length of 67.17 feet, through a central angle of 49°58'58", subtended by a chord which bears South 64°59'33" West 65.06 feet;ihence South 40°00'04" West 23.55 feet to a point on the right-of-way of E. Edmonds Court, and anon-tangent 45,00 foot j radius curve to the left; thence along Bald curve and right-of way, an arc length of 53.31 feet, through a central angle of 67°52'44", subtended by a chord which bears South 77°44'13" West 50.25 feet, to a reversing 20.00 foot radius curve to the right; thence along said curve and continuing along said right-of-way, an arc length of 16.13 feet, through i a central angle of 46°12'12", subtended by a chard which bears South 66°53'56" West 15.69 feet; thence continuing along said right-of--way North 89°59'56" West 253.88 feet to the Southwest corner of said Lat 5 of said Edmonds Subdivision; also being the Sautheast carnet of said Volkrnan Subdivision; thence along the West line of said Lot 5 of safdrEdmonds Subdivision North 00°58'41"East ~f71.98 feet to the Point of Beginning. 7o have and to hold the Bald premises, with ihelr 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 ail 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. Dated; May 5, 2010 Greenspur Investments, LLC, an Ida, limited liability~company BY: c i ~ i=~l~' Ronald B. Sargent, Member ~ j~ State of Idaho , County of Ada, ss. ~~~ ~~~ On th~s ~ day of May, 2010, before me, t~ undersigned, a Notary Public in and far said State, personally appeared Ronald D, argent an meat-known or identified to me to be the mane er or member of the Nmite ~I ability co ~y that executed t ~i tru ent or the person who executed the instrument on behalf of said ~~ICmit liability co pany= an sac f~owle~ ~d to a that such limited liability company executed the same.. Noary ubllc fib..>=~==~=1.,r, Resfd(ngfnMeridlan;ldaha Residing at: ~~.L"`` ;1 AA~~1`'~.rr My Commission expires: N•12.2010 'K trot erea ~~(. . My Commission Expires: ~' ",•~ •ee ~. ~. r. 0 ~ ',/ ,.~ ~r~/e /ova M='~~„ ~ yV ~~f lJ lJ of \~ Oi!//11L if L{Ll{{S{ u • AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, ~~ -M ~~W i"~ 2`139'-f E ~ ~p•C~+,SM-~ (name) (address) (city) (state) being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: S~.u~~CbTH- L.s~nJ i> ~i:~~lt I`iC~ 2-C~-7 l~ , !M~ i l~ ~_ (name) (address) to submit the accompanying application(s) pertaining to that property. 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 application(s). ..r.µ Dated this (5 day of ~~~~ , 20 lZ SUBSCRIBED AND SWORN to before me the 9 j NOTARY pUBI.RG .°~ O~•10P~0 Residing at: ~ M ran E ~[T-- My Commission Expires: 3T ~ Zc~ l to (Notary Public for Idaho) • • AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, -~ow~cts C,u 1 ~w.o-~ ~a5o1 S . ~"opa~ way S~'e.2oo (~~ ~ C~.ay1 e) ~~~oaddress) r. ~ (city) (state) 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: ~~-`-~ T~Ft L~~.IC~ ~R.~~'t'1NlC~, ZG`1 l..i . M, /~- ii's S \ . (name) (address) to submit the accompanying application(s) pertaining to that property. E 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 20'~ day of SUhe 20 12- (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. ~~~\\~`~~~~ is u'Pt~9~~~~~~0. / K,~l`-- otary Pic four Idaho) .. ~ ~. :. NOTAF~y Residing at: ~r~ w~. CTS ~i ~~~ My Commission Expires: ~3~Z9 Zvi ~ ~°UBL1C :' ~jF'OF 1ap`ro~````` 1' 1 • • AFFIDAVIT OF LEGAL INTEREST STATC OF IDAHO ) COUNTY OF ADA ) 1, n~re (name) (address) M E 12 ~ ~ 1'Z. ~ i iJ . ~ ~Q- 2. (city) (state) being first duly sworn upon, oath, depose and say: L That 1 am the record owner of the property described on the attached, and I grant my permission to: ~ ~ -Eoc~+l., I.a.v~ A r ~_c'_~_ d6 - z v ~ t~s . w~, ~ 1 ~.1 ~T (name) (address) to submit the accompanying application(s) pertaining to that property. 2. 1 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. thereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this ~_day of ~ , 20 j ~ ~~ ~ ~ (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. ~~111111111HIltgl~i~j~i ~ ~,~_ S.. ~~ R S • PO ~Oi G,.•••""'"••"••".!9j~~~ (Notary Public for Idaho) r NOTARY '`~~' ~ Residing at: ~MM.r/rt"C" .~~.~ i ~? My Commission Expires: ?~~2`fi~Z(~i (o ~- ll~tl~~l1 ~P a\```\ • • AFFIDAVIT' OF LEGAL INTEREST STA T E Or IDAHO ) COUNTY OF ADA ) n I, c_~o l'1 ~,,1 'V~ ~ `~,c ~ ~ C j~ r ~ (name) _ (address) 1/~-~ r ~ ~ tti~- ~,~~~~ ~ (city) (state) being first duly sworn upon, oath, depose and say: I. That I am the record owner of the property described on the attached, and I grant my permission to: SAwTZ.cT!-~ L/W ~ ~ R~(~'' f ~Cn ZG-7 ~-+ ti:~. A l is S 1 , (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. 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 Z©~ day of ~~r~l ~ , 20 1 Z ~ VV IY (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. Cpl\IlliIIIIIIII!////~j ~"1/`^'~ ~ 1 ~s---^~--~ \```~~~~R,S:„!°(7~~~~~~i (Notary Public for Idaho) ~~ ~' _~ NOTgq~,•;~~% Residing at: Grp. w~, ~--~--t- S _ i ~ `~'~ j My Commission Expires: ~ f Z°I ~ZO- Io Gild 1GP~,~~~~`~~ • • ~ ~ • Gus Porter From: Sent: To: Cr. Subject: May 31, 2012 Gus Porter Sawtooth Land Surveying Jerry Hastings <jhastings@adaweb.net> - Thursday, May 31, 2012 3:53 PM 'Gus Porter' Carl Porter RE: Subdivision Name Reservation Subdivision Name Reservation: "Larkspur Subdivision No. 4" Dear Gus, At your request, I will reserve the name "Larkspur Subdivision No. 4" for your project. It is dependent on ownership staying in the original subdivision ownership name, or the previous phase owner, otherwise, a permission to use the name must be recorded for the new owner to use the name. 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, - Jerry Hastings, P.L.S. County Surveyor Ada County, Idaho 208-287-7912 287-7909 Fax jhastinasCa~adaweb. net From: Gus Porter jmailto:GusC~sawtoothls.coml Sent: Thursday, May 31, 2012 1:56 PM To: Jerry Hastings Cc: Carl Porter Subject: Subdivision Name Reservation Jerry, I would like to reserve the Warne of Larkspr.ir Subdivision No. 4 on behalf of Sawtooth Land Sa~rve~=Inf;. LLrF-1ANIC YCIU, Gr..IS PbRTER P: 208.398.81 04 F: 208.398.81 05 G: 208.860.0532 1 TS 207 W. MAIN ST. EMMETT, ID 8361 7 2 • 5awtooth Land Surveying, LLC ~~ ~ . _. P: (208) 398-8104 F: (208) 398-8105 207 W. Main 5t, Emmett, ID 8361 7 June 25, 2012 City of Meridian Planning and Zoning Department 33 E. Broadway Ave. Meridian, ID 83642 Re: Larkspur Subdivision No. 4 To Whom It May Concern: This letter is to inform the City of Meridian's Planning Department that we have made some revisions to of Larkspur Subdivision No. 4. The approved preliminary plat is titled "Larkspur South Subdivision". The changes are in conformance with the approved preliminary plat, City of Meridian Findings of Fact, Conclusions of Law & Decision 8 Order, and City Ordinances. No changes made are of any significance. The aforementioned phase of this subdivision is in conformance with the City of Meridian's Unified Development Code. The aforementioned phase of this subdivision is in conformance with all acceptable engineering, architectural and surveying practices and local standards. If there are any questions, please don't hesitate to contact me. Thank you, Gus Porter Partner Sawtooth Land Surveying, LLC P:\2012\12012-JLJ-LARKSPUR\Drawings\Final Plat\APPLICATION\PH 4\STATEMENT OF CONFORMANCE.docx Page ~1 • -1 `~ ~ 4 ~ ~ ~ ~ aj s ~ s ~ o~~ ~ -' ~ ~~ ~ ~~Y~~~ ~ E ~~ O~li 1 na s ~~8 ~ i . ~ ~ ~ ~~ ~ ~ ~ ~~~ Z ~ o ~ ~ ~ ~ (n q,t, § ~d e~--- ~ C A ~g ~~~f;b~~8a$~ ~~ ~~y~~~ ~~ ~~a ~~ ~ ~~ -' ~ v _ ~~1uAj0' ? e a.uwavwnr i R a ~~ ~~ ~ -- ~ ~ O ~ ?,~ \ Ea : ~ ~~ ~ _ awl ~ wm 18 y gO °~ ~~ --- -- loo s~ ~ xl $ ~O °~ ~ :g a A \~ - ~ e >so Ig Ik ~ k I 1 ~---~~o, xsE ~ ~~ ~ ~ e # o I ~ ~ 8 ~~ I8 p~ 6~ ~ ~ 4 8 ~ 1 ~ d` x o,. ~ I ~ ~ , ~ a,~ ~ ~ ~ ° ~ >s ~ is ~~ ~ ~ ~~ ~ ~~ ~ to ?~ 1~ e 80 I~ B ~ ~(~ ~ s ,o,d a gym„ ~ ~mm ~ ~ A„~~ ?~o~ ~ ~O _' 1 ~ ~~ si§~s ~O ~~ b"k a ~~ ~i ~ ~ ~~ ~ as0 ~ ~~ I° ~~. x ~O ~w ,m~ ,~m la O ~ a a ~ a ~ I ~ i~ ~ ay -~ a ~,~ ~a A '.m~ I 1~~ n.m 8 n. see. ~w xm xa, ~~~ ~.'. 8 ry,...., e. a~eRxu~w.r am ' sn ~ 1 1 ~® ~ ~ l Y 1 ~ \c tl~ 1 IB g x ~ ~® ~ ~® $ ;~ ~ >s® I~ ~® a ~(~ ~ ~© le ~® a >s©~ e x® e ~© ~ ~ ~ .I ~ a A ~ , a ~ ~ 1 ~ a ~~ ~1 __ __ _ 1 _ ______ ______ __ ___ C=-' -- -- -- _ ~__ _ -=~== -- ---L== -- -- -- -?---~ nom' ~` ~`~M`~~~~ Z(Y/W MNNST. OWN[RiD[V[LOP[R: No. 8 DA7[ DGSLRIPIION PRDIMMA[Y MT R[V7910N ,~~q5 dry ~ ~' Ch/l1C77, R~BX/1 R~ 4~ •~} ~2O8J7s8-8/04 JIM JEWETT °p~o'Yo d - rnrt~asJnsalm ~~„~„~s» ~712L2010 ~ GP OP ao~3^° yd tk 5H[[T / I ~ 12-RE 10012 WN5Y5MTCOl/JGS.C0N & RR BR @. c S~ a-- -~ o aaaa caa- h ~ Y ~k C ~ •- ~w - - ;5 -_ `R _ ~ Ctl ; ya k +a 4 3 B - - § B E 8 _- "J ~ 8x -g ~ ~ ~ SkaB 86 a ~ 8 8 ' 6 8 8 Be e - z § ~ - 3@ ~ ~ ~. ~ S Y ax 4 ':° 3 ~ 4r ' ~ ~ ~ ~ g~ $ g~ ~ i4~ 9 ~O ! ~F ~ ~ p ~ 0 g • FINAL ~~~~C~~~ f~J ADA COUNTY STREET NAME EVALUATI(JN SU~DI~IS1t~N NAME: LARKSPUR SUB NO 04 AtaENCY ~rtd AGENDY BILE Nth; Meridian; SEDTMCJN/ T~'I~NSHIP/ RANGE: 3N 1E 19 DEVELC}PER: SAWTOC?TH LANG SURVEYING LLC The street name comments listed below are made by the members ofi the ADA COUNTY STREET' NAME COMMITTEE (Under the direction of the Ada County Assessor) regarding this development in accordance with the Ada County Street Name Ordinance. Overall final street names are subject to change at Flnal Plat phase levels due to design changes, time restraints andlor previous recorded plat street alignments. THfE^~r}ry~Ft~L~t~~6.CIRW/~,ING EXISTING STREET NAMES SHALL APPEAR C}N THE PLAT: ~,. ~i..C \I~IJ 1N 1 lW 4•r ~ THE F4t_Lt?1NING PROPOSED STREET NAMES ARE APPRQVED: `° S. BLACKSPUR 1JVAY .~ • E. EI~MONI~S DR / . . WHITEI-tALt. ST ~-- THE FQLLt)WING PRt?POSED STREET NAMES ARE DENIED: THE ~Cj~LLtJWING ORANGES C?R CC?RRECTIt~N~ NEED TO ~E MADE: Please change E Edmonds UVay to E Edmonds Dr. NOTE: CF TCCEt3F.. ACtE C.()RRC;CTCONS AND GHAN(;t.S CtC~t~()MMCNUC?C), C'C.,EASE. MAKE "I'CCE~SE C:HANCitS t)N `C'CCE SUC3DIVCS[QN C'LAT ANI7 RE5t1f3Ml'C" "['t) "C"~Cl; C:C7MMC"t"I"CC. t1 C~'CNAL REVIEW WCTti N(J GECANC,C:S CtI:QUCREC7 AN[) `C'tC)s CvtA`C'CC-CCNC2 1?'C.,A'1` MC.IS"C" CiCw ('CtCaSC3N"C'Et) `C'O "['13E AEJA COUN'1"Y SUCZVEYCJC2 A'T'C'CMC:; t~C~ CtC~C;C)RDCNG. AAA {"0~~1.[N`CY ~SSE~St'~R Ret~rescr~t~tti~c . ~ , ~ " _ ~ _ I)~,"I'1? ' _ ,, ° ~ . ~~~ _. _ M[>KII)[AN ttepresentativ~ ~--w-~-'~~~-- $ ~,~~`~-~-~-~-I~f1. [ 1; ~' 0~~.'1 ~` ~ ~~ IJ IRt: C)IPAK`t'MEN'1' ZZe~rese~~tative--~1i4,~~ t - ~.. _.__ _ _~ ~. Al:)t~ ~'C)tIN'TY t-tIGHW~4Y i:)1S. Rcpresent~tivcµ ~ _..__._~~ ".¢ .~ ' I~i1.'FE_~ ; ~r `'`°- ADA C'()I1N°["Y 51IEItlI~~' L7IS~. ttepresentative __ I)~.'[°t:~1~ Streek Approval vent: ~ SS: ~~ ~ ~~r' F',~ r~ ~._ ~ _ a t 1 x ~ ~ j ~.. fi ~~ ,. ~.... ~ A ~r ~~ :~ SY ~~ <:~r...~aj~';~ ~~~~~~ ~~ ~~ :~~, ~..~ ~ , :~ F ~ 8 ~ ~ ~ ~m. ...... ~ _. ..y i , 1 _..... ...._L r ~~ it ~~ ~ i.-__. _.J 4,~.~_}.s ~. ._... ' ~. ~rt~ ~° 4 ~ y ~ Y ~ y~ N ` ~ ~ ~~ ^i ~ ~~ ~ ~ ~~R ~~~~~~ ~~~ ~~ ~~ ~~ yia g~ ~~~~ ~~ ~~ ~ ~~ A ~ ~ w ~'. ~ ~ ~~ ~ ~ ~ ~~~ ~ ~~ ~ ~~~ ~~ ~ ~ I. ~ ,. ~ a ~ ~~ ~ Map Check • • 7/2/2012 11:29 BNDRY-REV 1 CLOSURE Operator Project .Date Time COURSE BEARING DISTANCE PT# NORTHING FASTING DESCRIPTION 1000 697757.59 2455091.74 BNDRY AP 1000-1001N 00° 02' 21" E 337.33 1001 698094.92 2455091.97 BNDRY AP 1001-10025 89° 59' 56" W 90.21 1002 698094.92 2455001.76 BNDRY AP CURVE A= 106 .63 D ELTA=48°52'3 1" T =56.80 EXT=12.30 1002-1003N 64° 26' 19" E 103.43 1003 698139.55 2455095.07. BNDRY PT RADIUS POIN T 125.00 1016 698219.90 2454999.31 C22 RAD 1003-1004N 31° 24' 26" E 25.99 1004 698161.73 2455108.61 BNDRY PC CURVE A= 229 .44 D ELT A=292°07' 17" T=30.28 EXT= -99.24 .1004-10055 77° 44' 14" W 50.25 1005 698151.05 2455059.51 BNDRY PRC RADIUS POIN T 45.00 1017 698119.91 2455091.99 C18 RAD E A=16.1 3 DEL TA= 46° 12'12" T =8.53 EXT=1.74 1.005-10065 66° 53' 58" W 15.69 1006 698144.89 2455045.07 BNDRY PT RADIUS POIN T 20.00 1018 698164.89 2455045.07 C17 RAD 1006-1007N 89° 59' 56" W 40.54 1007 698144.90 2455004.53 BNDRY PC CURVE A= 29. 53 DE LTA =22°33'43 " T= 14.96 EXT=1. 48 1007-1021N 78° 43' 12" E 29.34 1021 698150.64 2455033.31 BNDRY AP RADIUS POIN T 75.00 1019 698219.90 2455004.53 C16 RAD 1021-1022N 18° 38' 37" W 99.98 1022 698245.37 2455001.35 BNDRY AP .1022-1023N 57° 40' 18" E 46.83 1023 698270.41 2455040.92 BNDRY AP .1023-1024N 00° 00' 58" W 83.33 1024 698353.74 2455040.89 BNDRY AP 1024-10125 89° 56' 14" E 384.03 1012 698353.32 2455424.92 BNDRY AP 1012-10135 00° 45' 52" W 79.78 1013 698273.54 2455423.86 BNDRY AP 1013-10145 89° 14' 08" E 160.00 1014 698271.41 2455583.85 BNDRY AP 1014-1015S 00° 45' 52" W 514.00 1015 697757.45 2455576.99. BNDRY AP 1015-100ON 89° 59' 01" W 485.25 1000 697757.59 2455091.74 BNDRY AP Closure err or dis tan ce> 0.000000 00 E rror Bearing> N 90°00'00" E Closure Pre cis ion > 1 in 25528685 16625 .88 Total Di stance Traversed> 2552.87 292367.2397 SQ . F T. 6.7118 ACRE S Page 1 of 1 ~~ ~ ~~ Q ~ ~ ~ ~~ G OF aY '~' um ~S~ ~ ~° g ~~~ ~ ~~~~ s~ ~ °a~ z ~~~o~~o ~} Z Z ]2 z s ss~~~ $~g~a ~~ ~ ~~ "~ ~~~~~~~s ~~ Q ~ o~~'~ Y~a~~ ~~ ~Q ~~ s"~ ~'~~~~~~~ m 8~ pp o ~ p t~g ,g ~ O o Wa~'~'°'a ~' Qm~ ~ai ~ °'d iw Sp8~~a3 oo ¢ ~Q~Q Q Z ~ Wamo z b ~ ~~ ~ -k ~~ ~o~~maNw ~ sz~ ~~ N~ ~~ Z O w ~ ~~ ~o~~~ SW~~~ 9~~ °a~ g`~ <~ ~g~" Ko °~ (f~V O Q ~~ m~iYi~iS °'a~~° o~~ ~i ~~~ ~ 00 60~~~ &~ ~~~' F- w N F- O 2 N ^i to n m m ~w U ~OW J w O ~ cn°~m Z YO=~i ~ . _ Q ~ m T3 ry 11'9 Q z ~ w o m ~ ~-_. ~ ~~ ~ ? 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II I i 5~5 has ~~ n"a ~~o ,~i ~~ s~ ~ ~ ~ " d ~~~ ~ LL W J p UJ r U N I- z Q 0~ w < ~ ~w T~; z~L ~ma Q d z,~, sn ~=~e R'g$ ~~ ~. w ~ ~- o ~;n~ ~LLw ~Y~ ~F~ ~ ~E~ ~~ ~a Q N ~ _~ ~ a ~~N ~~a a ~~ ~~ ~~ a ~ L7~ of ~~ ~ quau{{ F Y, W W a Q W Z W 0 J W W p ; ~o.onoon9~ ~s ~ ! '~& ~ ~~~~~~~ a o ~6~~Gxg w Q .~ VI W W z m p p _ ~ ~ a m rv rv ~ K p 0 €~ 8 o ~~b"~r ~ ~ 3~w~~ ~ y~ `~, ~ N ~ I I ~ Z ~~~ - rg ~: ~ a y X71 I O ~N ~R b~ "~~ m ~< s °w as 3~ ~~ 4 WW ~ ~€ 33 ~3 8~ m€ Y ~~ ~~ d I ~~~' ~ - \\~ x 0 C7 Z <g 8 a ~ w A ~ F- 0 s = ~ O O ~~ ~~ ~:i V Z W LL U ~~ ~Q a Y a o r • ASPEN ENGINEERS July 2, 2012 2422 12th Ave Rd #323 Bill Parsons Nampa, Idaho 83686 City of Meridian Phone (208) 466-8181 33 E. Broadway Ave Fax (208) 442.7$58 lance@AspenErginecrs.com Meridian, Idaho 83642 SUBJECT: Statement Regarding Groundwater Elevation for LARKSPUR SUBDIVISION N0.4 8~ N0.5 203 E. Edmonds Ct and 240 E. Edmonds Ct Meridian, Idaho Dear Bill: The purpose of this letter is to document that based upon the available geotechnical infom~ation that there is at least 3 feet of vertical separation from the centerline of the proposed road to the seasonal high groundwater. I have enclosed a copy of the site investigation report and groundwater monitoring information for your records as Attachments 1 and 2, respectively. Feel free call me at (208) 466-8181 if you have any questions or need additional information. Respectfully, 5g\ONAL F,yG eo~~ ~~,\ S T fR ~tiF Aspen Engineers, Chartered ~ 1007 Lance Warrick, P.E. J'l• Principal Engineer !9 9lF 0 F \0~ ~~ cc: Aspen 12034 ~CF W A~~\ Gus Porter (Sawtooth Construction Staking) Attachments 1. Soils Evaluation far Larkspur #3 site by AES (August 12, 2006) 2. Groundwater monitor report for Larkspur #3 site by AES (October 19, 2006) P:12012112034\Correspl0utgoing\12034-I City_2012-07-03.doc ~ ~ ASPEN ENGINEERS ATTACHMENT 1 SOILS INFORMATION AS~CIATED EARTH SCIENCE~c. SEPTIC SOIItiE\'AIA'.1'flOSS- ti'POItylUR411tit)IISU.4'1 \ - SOIC.SI'R\t;Y1- SOIL.\\'Efl.\\UI\YI:Si1G.\'1'l(~\ti R-\',\i.l t. S:\~1P1.1'\G -Gt;l)L(K:\ I\YF.X17(:.\'f1U\S-~ITt:1\VCS7IGAilO\ Glen H. Logan 6238 Edgewater Drive Boisc, Idaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 Cell: (208)941-7184 Harley R. Nce 5740 N. Appkbrook Way Boise, Idaho, 83713 Phone & FAX: (208) 939-8602 Cell: (208) 850-0926 Mark E. Johnson 1886 N. Greenfield Avenue Meridian, Idaho, 83642 Phonc & FAX: (208) 898-9541 Cell: (208) 869-9099 August 12, 2006 Chris Webb Treasure Valley Engineers, Inc. 1204 6`" Street North Nampa, ID 83687 RE; Soils evaluation on Larkspur #3 site Attached are detailed soil profile descriptions for 7 test pits placed on the approximately 11-acre site located in a part of the Northwest '/4 of the Southwest '/a of Section 19, Township 3 North, Range 1 East, south of Meridian, Idaho. Also attached is a map showing the test hole locations. All test holes were advanced to a depth of 12 feet or more below ground level. No groundwater was observed in any of the excavations. PVC pipes were installed in test holes 1-06, 2-06, 4-06 and 6-06 prior to backfilling to allow for measurement of any groundwater that might be present. Since no water was present at this point in the irrigation season, I would assume that no groundwater should be expected above 12 feet below ground level on the site. A reading of the pipes once or twice before the end of the irrigation season will support this theory. In all profiles the upper 14 to 34 inches is silt loam and silty clay loam. Directly below is a moderately cemented hardpan that extends to a depth of from 33 to 88 inches. Layers of sandy loam having lenses of weak cementation are present to about 120 inches below ground level. From this depth to more than 12 feet are sand, gravel and cobbles. Permeability rates for all individual layers are shown in the descriptions. The soils observed should provide no significant restrictions to development on this site. The hardpans encountered dig with only minimal difficulty. The hardpan layers should be penetrated, removed and replaced with filter sands where storm drain facilities are constructed. The underlying sand and gravel allow for free drainage of the profile. Larkspur #3 soils - pag~ i A sample was gathered from the 0 to 21 inch layer of test hole 4-06 for R-value testing. Those samples were delivered to the Materials Testing and Inspection lab for analysis. Results should be available in about 10 days. Once I receive those results, I will forward them to you. I would predict test values to be in the range of 5 to 15. If you have questions or need anything additional, please contact me at 850-4926. transmitted via a-mail HARI,EY R. NOE Professional Soil Scientist cc w/ attachments: Ron Sazgent, Larkspur, LLC, 1771 N. Wildwood, Suite 200, Boise, ID 83713 Associated Ea~ ~ Storm Draln Test Hole Description & Evaluation Sciences, Inc. Date Of Evaluation: 8/10/2006 Evaluated by: Harley R. Noe, Professional Soil Scientist Requested By: Larkspur, LLC ATTN: Ron Sargent Address: 1771 N. Wildwood, Suite 200 Phone: 371-6110 City: Boise State: ID Zip: 83713 Legal DesC: part of NW 1 /4 of SW 1 /4 of Section 19, T. 3 N., R. 1 E., Boise Meridian, Ada County, Idaho General Desc: About 1 /4 mile north of Victory Road on East side of Meridian Road of end of Edmonds Court Depth Color Texture u Clay ~ Roots Mottles Est. Permeabil Comments (inches) ~ironri Hole Number S Location: ~ -~6 6598 0 to 14 t OYR 3/4 silt loam 22 to 24 common very fine, fine 8 medium none 0.5 to 1 friable moist 14 to 33 10YR 8/4 weaky to moderately cemented hardpan common very fine & fine none 0.5 to 1 highly fractured 33 to 72 10YR 6/4 sandy loam 10 to 12 few very fine il< fine none 2 to 6 ve friable moist 72 to 113 10YR 514 sandy loam 5 to 8 Wane none 4 to 8 friable moist 113 to 128 10YR 7/3 ~ 4!4 moderately cemented hardpan none none <0.02 dense in place 128 to 152+ variegated extremely gravelly sand <3 none none 15 to 20+ 15°k cobbles;, loose in place General Notes: Slope 0 to 1 percent. No free water or wetness to 152 inches. Hole Number S Location: Z-~6 6599 0 to 16 10YR 3/3 silty Gay loam 35 to 40 common very fine & fine; few rnedium none 0.06 to 0.2 ve frim moist; vs stick wet 16 to 48 10YR 7/3 moderately to strongly cemented hardpan common very fine 8 fine in fractures of upper 32 inches none <0.2 series of hardpans; highly fractured below 32 inches 48 to 75 10YR 3/4 loamy coarse sand 5 to 8 none none 6 to 8 2096 hardpan fragments; texture a roaches sa loam 75 to 96 10YR 7/3 moderately cemented hardpan none none 0.5 to 1 moderate fractured; brittle moist 96 to 148+ variegated extremely gravelly sand <2 none none 15 to 20+ loose General Notes: Slope 0 to 1 percent. No wetness or free water to 148 inches. Associated Ea~ ~ Storm Drain Test Hole Description & Evaluation Sciences, Inc. Continuation Sheet Date Of Evaluation: 8/10/2006 Project: Larkspur #3 ~'~Dnches) Color Texture Clay °~ Roots Motties E (t.~r'rr' Comments L.Inle Numh~ A 1 n.•~tinn• ~+f~Ef bb00 General Notes: Slope 0 to 1 percent. No free water or wetness evidence to 150 inches. Sand is moist in bottom of pit. 0 to 10 10YR 3/4 silt loam 24 to 26 common very fine 8 fine; few medium none 0.5 to 1 sl' Mly firm mois~ 10 to 18 10YR 5/4 silty clay loam 30 to 32 common very fine, fine & medium none 0.2 to 0.6 firm moist 18 to 46 10YR 7/4 moderately to strongly cemented hardpan few very fine & fine to 28 inches none <0.2 roots in fractures only; moderatey fractured 46 to 75 10YR 7/4 ~ 4t4 weakly cemented hardpan none none 0.5 to 1 hghly fractured, pockets of sandy kram soil 75 to 124 10YR 4/6 sandy loam 5 to 8 none none 4 to 8 ve friable moist 24 to 150+ variegated extremely gravelly sand <3 none none 15 to 20+ 20% cobbles; kroee in lace Hole Number 8 Location: 4-Ob bb01 0 to 21 10YR 3/3 silty clay loam 28 to 32 many very fine i~ fine; few medium none 0.2 to 0.6 firm moist; LAYER SAMPLED FOR R- VALUE TESTING 21 to 34 t OYR 4/4 sift loam 24 to 26 few very fine & fine none 0.5 to 1 very friable moist 34 to 52 10YR 7!4 moderate cemented hardpan few very fine 8 fine in fractures none 0.2 to 0.6 moderately fractured 52 to 156+ variegated extremely gravelly sand <2 none none 15 to 20+ loose in place; 2~% cobbles General Notes: Slope 0 to 1 percent. No free water or wetness evidence to 156 inches. Associated Ear Storm Drain Test Hole Descriptt3fi & Evaluation Sciences, Inc. Continuation Sheet Date Of Evaluation: 8/10/2006 Project: Larkspur #3 Depth Color Texture Clay % Roots AAottles Est Perm. Comments (inches) (in/hr) General Notes: Slope 0 to 1 percent. No free water or wetness evidence to 156 inches. Sand is moist at bottom of pit. 0 to 13 10YR 313 silt loam 24 to 26 many very fine & fine none 0.5 to 1 very liable moil ;some faint mottles due to irrigation pondi 13 to 23 10YR 3/4 silt loam 22 to 24 common very fine 8 fine; few medium none 0.5 to 1 ve friable moil- 23 to 49 10YR 714 moderately cemented hardpan few very fine 8 fine in fractures none 0.2 to 0.6 upper 12 inches non fractured; lower part is moderate fractured 49 to 65 tOYR 4/4 sandy loam 8 to 10 none none 4 to 8 very friable mom; 5% ravel 65 to 156+ variegated extremely gravelly sand <3 none none 15 to 20+ loose in place; 20% cobbles Hole Number & Location: 5-06 6602 Hele Number ~ Lecation~ 6-06 6603 many very fine and 0 to 12 10YR 314 sift loam 24 to 26 floe; few medium none 0.5 to 1 friable moist common very fine 8 12 to 22 10YR 4/4 silty Gay foam 28 to 30 fine, few medium none 0.2 to 0.6 friable to firm moist common very fine 8 22 to 42 1 OYR 6/3 fine sandy loam 10 to 12 fine, few medium none 4 to 8 very friable moist; h' h carbonates few very fine 8 fine in ' 42 to 88 10YR 7/4 moderately cemented hardpan fractures none 0.2 to 0.6 moderately fractured nearly loose in place; 1596 angular 88 to 125 10YR 4/6 sandy loam 8 to 10 none none 4 to 8 hardpan fro merits extremely gravelly loose in place; 15% cobbles; thin pan 125 to 150+ variegated sand <3 none none 15 to 20+ on top of ravel la er General Notes: Slope 0 to 1 percent. No free water or wetness evidence in 150 inches. Associated Eart~ ~ Storm Draln Test Hole Description 8~ Evaluation Sciences, Inc. Continuation Sheet Date Of Evaluation: 8/10/2006 Project: Larkspur #3 Color Texture Clay % Roots Mottles ~~'~r~'' Comments (inches) Hole Number ~ Location: 7-06 6604 0 to 13 10YR 313 silty clay loam 32 to 35 many very fine 8 fine; few medium none 0.06 to 0.2 firm moist 13 to 22 10YR 4!6 silty clay loam 28 to 30 common very fine 8~ fine; few medium none 0.2 to 0.6 firm moist 22 to 68 10YR 714 moderately to strongly cemented hardpan few very fine to 40 inches in fractures none 0.2 to 0.6 roots in iradures on ; h' hly fractured 68 to 122 10YR 3/6 sandy loam 10 to 12 none none 2 to 4 thin lenses are cemented 122 to 144+ variegated very gravelly sand <3 none none 15 to 20+ loose in place; 159f, cobbles General Notes: Slope 0 to 1 percent. No free water or evidence of wetness to 144 inches. ~ ~ C ASPEN ENGINEERS ATTACHMENT 2 GROUNDWATER MONITORING RESULTS AS~CIATED EARTH SCIENCE~c. tiEP`!'1(" SOll.ti EVALI A'f7O\ti - ti'lY)R~l pR.41\ SOU.ti t).1'f \ - ti(lll. SFR~ t;YS - SOI1. \\'F~ I'1..1VD 1\VF;ti7"I(::~ 17Q~ti R-~'U l F,ti.~11Pl.1\(:-G~:(1L(X;1 I\~"F.tifl(i\110\~-~tlk' I~Vftil'I(:.~7'1O Glen H. Logan 6238 Edgewater Drive Boise, ldaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 Cell: (208)941-7284 Harley R. Nce 5740 N. Applebrook Way Boise, Idaho, 83713 Phone & FAX: (208) 939-8b02 Cell: (208) SSO-492b Mark E.lohnson 1886 N. Greenfield Avenue Meridian, ldaho. 83b42 Phone & FAX: (208) 898-9541 Cell: (208) 869-909 October 19, 2006 Chris Webb Treasure Valley Engineers, Inc. 1204 6`~ Street North Nampa, ID 836$7 RE: Groundwater monitor report for Larkspur #3 site Attached is the monitor data gathered from test pits placed on the above referenced parcel on August 10, 2006. Also attached is a map showing the test hole locations. Pipes were placed in four of the test holes prior to backfilling to allow for measurements that represent groundwater activity on the site. The pipes were measured monthly since installed. All pipes have remained dry on all measurements. The cattle in the pasture destroyed the pipe in test hole 6-06. There is no reason to believe free water would be present at that location and not at the other locations when all were dry at excavation. Based on these readings and the characteristics observed in the soil profiles, I would not expect groundwater to be present within a depth of 14 feet below ground level. This is also supported by the absence of groundwater in five test holes excavated in 2005 on the property adjacent to the north. If you have questions or need anything additional, please contact me at 850-4826. transmitted via a-mail HARLEY R. NOE Professional Soil Scientist cc w/ attachments: Ron Sargent, Larkspur, LLC, 1771 N. Wildwood, Suite 200, Boise, ID 83713 ~kspur #3 site 2006 Monitori! Values are depth below ground level in inches Hole Number Bottom of hole at dig 8110 912 9112 10H0 1-06 151 151 151 151 151 2-06 141 141 141 141 141 406 163 163 163 163 163 6-06 141 141 141 Best dest 9r1 -The pipe is broken but intact at 6-06. The hole settled and left 33 inches of pipe sticking up and the stupid cows have rubbed on it. Take a saw next time and cut 12 inches off the pipe to see if the cows wilt leave it alone. 9/t2 -pipe broken off of #6 & no measurement possible ~&~~~ ~ ~~~'~ 7~ 1~ Project Name: Larkspur Subdivision No. 4 File No: FP-12-014 Request: Final Plat approval of 28 building lots and 2 common lots on approximately 6.71 acres in an R-8 zoning district, by JLJ Enterprises. Location: East of S. Meridian Road and approximately a'/ mile north of E. Victory Road (240 E. Edmonds Court) in the SW 1/4 of Section 19, Township 3 North, Range 1 East, B.M.