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Application
• • ~/rE IDR IAN-- IDAHO J TRANSMITTALS TOAGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN MayorTammy de Weerd City Council Members: Keith Bird Brad Hoaglun Charles Rountree David Zaremba 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 16, 2012 File No.: FP 12-015 Hearing Date: August 7, 2012 Request: Final Plat approval of 8 building lots and 2 common lots on approximately 2.36 acres in an R-8 zoning district for Larkspur Subdivision No. 5 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 (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 (No vaR, vac, 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 (IVo 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-Kuria 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~-- Planning Department ~ o a ~ c~ 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 ^ Other ~4l Applicant Information Applicant name:.JLJ Enterprises Inc. Phone: 955-6655 Fes; Applicant address: 2894 E. Ragusa, Meridian, ID Zip: 83642 E-mail: j'mj@jgenterprtsesfnc.com Applicant's interest in property: B Own ^ Rent ^ Optioned ^ Other 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 Contact address: 207 W. Main St., Emmett, ID _ Phone: 398-8104 Fes; 398-8105 zip: 83617 E_m~l; gus@sawtoothls.com Subject Property Information Location/street address: Assessor's pazcel number(s): 82114050212 Township, range, section: T3N, R1 E, Section 19 Current land use: Vacant Total acreage: 2.36 acres Current zoning district: R-8"8 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/II) • Project Description Project/subdivision name: Larkspur Subdivision No. 5 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 all that apply): B Residential ^ Commercial ~ Office ^ Industrial ^ Other Amenities provided with this development (if applicable): Open Space, gazebo Who will own & maintain the pressurized irrigation system in this development? Nampa/Meridlan 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): Residential Project Summary (if applicable) Number of residential units: 8 ~ Number of building lots: $ 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 (nU/acre-total land): 3.39 Percentage of open space provided: 40.09% Average property size (s.f.): 5,212 Net density (DU/acre-excluding roads & alleys): 4'20 Acreage of open space: 0.9462 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 Type of dwelling(s) proposed: BSingle-family ^ Townhomes ^ Duplexes ~ Multi-family 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: 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: Authorization Number of compact spaces provided: Print applicant name: Gus Porter Applicant signature: Date: 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) • • Sawtooth Land Surveying, LLC <.~,-.: <,.,gr, ,y,,:, P: {208) 398-8 104 F: (208) 398-8I 05 207 W. Main St, Emmett, ID 83617 June 25, 2012 City of Meridian Planning and Zoning Department 33 E. Broadway Ave. Meridian, ID 83642 Re: Larkspur Subdivision No. 5 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., intends to develop Larkspur Subdivision No. 5. This property is currently zoned R-8 medium-density, single family residential. It is our intention to construct eight (8) residential lots which will have newly constructed homes and two (2) common lots. 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. This phase contains 40.09% open space, in order to satisfy the 10% open space requirement that was imposed for the Larkspur South Preliminary Plat. This open space will consist of two (2) common lots, Lot 11 Block 7 and Lot 7 Block 6, both of which are to be landscaped. Lot 11 Block 7 will have a gazebo and a pathway that matches into the existing pathway in Lot 1 Block 7 of Larkspur Subdivision No. 3. This phase will also the the Kennedy Lateral from the south side of E. Edmonds St. north to the northerly boundary line of the subdivision. If there are any questions, please don't hesitate to contact me. Thank you, o~,~,.,z. ~~ Gus Porter Partner Sawtooth Land Surveying, LLC P:\2012\12012-JLJ-LARKSPUR\Drawings\Final Plat\APPLICATION\PH 5\PROJECT NARRATIVE.docx Page ~1 • • Sawtooth Land Surveyrng, LLC ~.Q. P: (208) 398-8 104 F: (208) 398-8 105 207 W. Main 5t, Emmett, ID 8361 7 Legal Description for Larkspur Subdivision No. 5 A replat of a portion of Lot 5, Block 1, 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 corner of said Government 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 334.33 feet; Thence North 0°58'41" East, 387.28 feet to a set 5/8" rebar/cap PLS 14221, being the southwest comer of said Lot 5 of Edmonds Subdivision and the Point of Beginning; Thence continuing North 0°58'41" East, coincident with the west line of said Lot 5 of Edmonds Subdivision, 471.98 feet to a set 5/8" rebar/cap PLS 14221, and the northwest corner of said Lot 5 of Edmonds Subdivision; Thence South 89°57'16" East, coincident with the north line of said Lot 5 of Edmonds Subdivision, 193.89 feet to a found 5/8" rebar/cap PLS 10782; Thence leaving said north line of Lot 5 of Edmonds Subdivision, South 0°02'44" West, coincident with the West line of Larkspur Subdivision No. 3 as shown on file in Book 103 of Plats at Pages 13833-13835 Ada County Records, a distance of 100.00 feet to a found 5/8" rebar/cap PLS 10782; Thence South 89°57'16" East, coincident with said west line of Larkspur Subdivision No. 3, a distance of 14.40 feet to a found 5/8" rebar/cap PLS 10782; Thence South 0°00'00" East, coincident with said west line of Larkspur Subdivision No. 3, a distance of 162.87 feet to a found 5/8" rebar/cap PLS 10782; Thence South 89°56'14" East, coincident with the south line of said Larkspur Subdivision No. 3, a distance of 33.44 feet to a found 5/8" rebar/cap PLS 14221; Thence South 0°00'58" East, coincident with the west line of Larkspur Subdivision No. 4, as shown of file in Book of Plats at Pages Ada County records, 83.33 feet to a found 5/8" rebar/cap PLS 14221; Thence South 57°40'18" West, coincident with said west line of Larkspur Subdivision No. 4, a distance of 46.83 feet to a found 5/8" rebar/cap PLS 14221; P:\2012\12012-JLJ-LARKSPUR\Drawings\Descriptions\PH 5\12012-PH 5 BOUNDARY DESC.docx Page i1 i Thence South 18°38'37" East, coincident with said west line of Larksp•Subdivision No. 4, a distance of 99.98 feet, to a found 5/8".rebar/cap. PLS 14221 and the beginning of anon-tangent curve; Thence 29.53' along the arc of said curve to the right, coincident with the northerly Right of Way line of E. Edmonds Drive, with a central angle of 22°33'43", a radius of 75.00 feet, subtended by a chord bearing South 78°43'12" West, 29.34 feet, to a found 5/8" rebar/cap PLS 14221; Thence North 89°59'56" West coincident with said northerly Right of Way line of E. Edmonds Drive and the south line of said Lot 5 Edmonds Subdivision, 213.34 feet to the Point of Beginning; The above described parcel contains 2.36 acres, more or less. Together with and subject to covenants, easements and restrictions of record. o~~'~ ~o ~y~` ~GENS s~9 O ~ ~ 2 Zo/Z- Date Carl Porter PLS 14221 End Description a ~ \~ PaA~/ P:\2012\12012-JLJ-LARKSPUR\Drawings\Descriptions\PH 5\12012-PH 5 BOUNDARY DESC.docx Pagr~ ~2 '~ _ _ • ADA COUNTY RECORDER J. pAVID NAVARRO AMOUNT 6.OU 2 BOISE IDAHO D5I06/10 03;40pM pEPUTYVicklAAllen II~~~~~~~~~I~~~I~~II~I~I~~II~~I~~~~I~~~~~~I~I~~~II~I~~~III~III~~ RECORDED•REOUEST OF TITLEONE BOISE 110041993 TitleOne a titl° A escrow ca. Order Number: A1091022 JGlNB Warranty Deed For value received, Greenspur Investments, LLC, an Idaho limited liability company the grantor, does hereby grant, barcJain, 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 Subdivision as shown in Boak 33 of Plats at Pages 2050 and 2051, Ada County Plat Retards, within Government Lot 3 of Section 19, Township 3 North, Range 1 ~ast,l3oise 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 carnet 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, in Book 53, at Pages 4652 and 4653, Ada County Piat Retards, and the Point of Beginning; thence along the North line of said Lot 5 of said Edmonds Subdivision, also~belrtg coincident 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 Plat Records South 89°57`16" East 789.20 feet to the Northeast corner of said I.ot 5 of Edmonds Subdivision, and the Southeast comer of said Larkspur Subdivision 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 Observation 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 fast; thence North 00°45'52" East 174.37 leaf; 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 radius curve to the left; thence along Bald curve acid 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; (hence along said curve and continuing along said right-of-way, an arc length of 16.13 feet, through ' M• , .~. .. ... a central angle of 46°12'12", subtended by a chord which bears South 66°53'58" West 15.69 feet; thence continuing along said right-of--way North 89°59'56" West 253,88 feet to the Southwest carnet of said Lot 5 of said Edmonds 5ubdivislon; also being the Snuthwast corner of said Volkman Subdivision; thence along the West line of said Lot 5 of said,.Edmonds Subdivision North 00°58'41" East ~t71.98 feet to the Point of Beginning. 7o have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever, And the said Grantor does hereby covenant to and with the said Grantee, that Grantor Is the owner in fee simple of said premises; that they are free from 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, rights} 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 (awful 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 Ronald B. Sargent, Member G%~ State of Idaho , County of Ada, ss. ~~, ~~~ On th~s day of May, 2010, before appeared Ronald D, argent aRd9ndra Nmite -~Irabiliiyco iy that exec~+ted tf Ifmlt~liabllity co~ipany, an~~acj~f~owied Residing at: My Commission Expires; t~ undersigned, a Notary Public in and far said State, personally rgeat-known or identl~ed to me to be the manager or member of the tru ent or the person who executed the instrument on behalf of said to r~e that such limited liability company executed the same. ,{~{.~.,: r t: a t:+rr4 Y + ..~ 'it ouoo o~ooo t .^ ,, 0 ` ••. i'~ w t , o P j ," a +g C ' 7~ oC' ~ ,., ^ ~T ~ , b ~.~' ,~~10x1't~' .k :1 .Y ~ ,1 i~ ~ , ~ .~ ~ '~//ill if t{tl{A5 Restrfing In Meridian, Idaho My Commission eaplras: it•12.2010 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO. ) COUNTY OF ADA ) I, ~v~ S~wc"LT Zs39~-f E~ tZ~c~vS~ (name) (address) ~~~t~~ tom( t b~:~Ec~ (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: ~.u.~'t`oa` ~ K C..a.ri ~ Su ~JT/'(~ ~ ~ 'Z~C~-T I..y - IM.+~t ~ ST~- (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. 1 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 ~ ~ day c> 1`1 ~ (Signature) SUBSCRIBED AND SWORN to before S. P NOTAgy '~ ~._ ~°1JBLlG s , day and ear first above written. 20 1 Z (Notary Public for Idaho) Residing at: ~V~-ti.V~~~ My Commission Expires: 3~Z9 ~ZUI ~ • %~ ~ 0 ~i ~,~ o - o ~zz~ ~ ~~r„~~~ ~_ to m o m 7C N _ n~~ D y e .~. Q ~ v y r g 4 i 'D N A; 7, ~ m ~ ° ~ g p~ N ~ z p~ zm -1 ~n "~ 1 z z m ~ y ~^ 0 3 ~ ~ r m a m N m r A N ~ m N ~ °' 3 0_+ fD o 3 Q V ...- O • • 5awtooth Land Surveying, LLC ,:, y,,, P: (208) 398-81 04 F: (208) 398-8105 207 W. Main St, 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. 5 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. 5. 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 5\STATEMENT OF CONFORMANCE.docx Page ~1 N07~7!/1GYJJAY6'MMM 21001 Jd1-21001 I 1]]!16 EQG • ~ - ia~cso ~YOac t~ i ~n "?~' q, d0 d9 0102221[ N LO/8'blSG(BOZ)XVd ~ ~ ~ e`Q 1L3M3f Wlf 6018-B6G(r~zl L/h'B a'1 vL/G/7 ~~.' NOISN]a1W AYINIWf9Md NOI1dM~S30 21VO A6 'WJ :Y7dO1L170a'iNMO is NA'IJ:NGOZ N05WOB0511NOS WIdSMVI :P1LL ---r - -- ------ - *-- -, .. ~~ a ~ 8 g 8 R 8 E 8 c 8 t o - t I t- ---e- -e - e -e -- [ i I~ \ $& - - - mw I mn ~ 6 I ~,~ 0 ~ Y.M IMICUVN'G _ a _ Y.x Y'LY.YMG'G Ig ~o u,~- ~, ~ «.. ,rc >o - --. 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Overall final street names are subjec# to change at Einal Plat phase levels due to design changes, time restraints andlor previous recorded plat street alignments. THE FOLLOV'VING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: S. MERidlAhl RD ,~ THE FOLLOWING PR{)POSED STREET NAMES ARE APPROVED: E. EOMONDS OR M . E. WNITESPUR ST •~ ' S. MARLC}W WAY ~, THE FC)LLC?WINC PRC)PQSED STREET NAMES ARE DENTE®: TAE ~'C?l.LOWING CFiANGE~ t)R CORRECTIONS NEED TC! BE MADE: P#ease change E Edmonds Wav to E Edmonds i~r. N()'ft: iC `T}}CRE. ARCK; t'CJIt[tIC;"I`IC3NS ANT) t`HANC:;I;S Rl:iw(71v1MI~NI)LI), ['LI/ASE MAKI-; 'I'}-N};SI CNAN(i~S ON TtIC StJL3C7IV}SION PLAT AND RLSLJt3Mt7" 'I'U "}"I Its C'(~MI"1°1`I~~;. A FINAL REVt~;W Wl`I"}-} NC) C:ttANGt'sS RFQtTtRFD A~NU "I`EI6 MA`I'~HINC~ PtaA"r IvtUST }3I; PRISI;N'rk;Ll'rC) `I'I~I~ AllA CC)UN"rY St.1RVE'1'OR A°}" 7"IME ©P RGCORDINt~. AI)A C;(}UN`i"Y' AS4ES~(?I2 iVII~IYII)IA~( T°I:RE I~1:~I'AI#"I"~r1ENT ADA CO[JN'i"Y HI(JHWt1Y DIS. 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I A ~... /J D/F • ~~~ ~~~' 1 H 1 D/E/F ~~~ Accessories Solid T&G Roof A Pagoda Roof B Cupola C Pickets D Baluster E Lattice F Base Trim G Post Trim g Scrolls I Color Roof J Wiring Channels Not Visible Universal Post Kit Not Visible _~ - DeckNot ~ Included "~5 G Wiring Channels: Gazebo is internally prepared to allow for wiring. Universal Post Kit: Steel reinforcementposts inserts (required for most installs) Accessories and options may change without notice: ©FVlnc. 2009 • Fig. l Tiffany Gazebos Post Layout Post "B" ~~ U .45° C ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ . ` ~ L ne 1 c" ~ ~ ~ ~ _\~~ ~ ~ ~~ Chalk ~ ,ine "a"~ ~ ~ ~ ~~P ~r~' ~~ ` Chalk Line "b" Right ~ Doorway ~ ~ ~ , ~ Post "A ' ~ ~` ~ ~ ~ L Size A B 9'00" 51.5" 108" 10'00" 57.5" 120" 11'02" 64.5" 134" 13'00" 75.5" 156" 15'00" 87.5" 180" 17'00" 99.5" 204" 20.00" 117.5" 240" ~ ~ -Map Check • • 7/2/2012 13:39 bndry ..Operator CP Project 12012 Date 7-2- 12 Time COURSE B EAR ING DISTANCE PT# NORTHING FASTING DESCRIPTION 1028 699178.82 245650.85 ..1028-1029N 00° 58' 41" E 471.98 1029 699650.73 2456598.91 1029-10305 89° 57' 16" E 193.89 1030 699650.58 2456792.80 1030-10315 00° 02' 44" W 100.00 1031 699550.58 2456792.72 1031-10325. 89° 57' 16" E 14.40 1032 699550.56 2456807.12 1032-10335 00° 00' 00" E- 162.87 1033 699387.69 2456807.12 1033-10345 89° 56' 14" E 33.44 1034 699387.66 2456840.56 1034-10355 00° 00' 58" E 83.33 1035 699304.33 2456840.58 1035-10365 57° 40' 18" W 46.83 1036 699279.28 2456801.01 1036-10375 18° 38' 37" E 99.98 1037 699184.55 2456832.97 CURVE A= 29. 53 DELTA= 22°33'34 " T= 14.96 EXT=1.48 1037-T039S 78° 43' 12" W 29.34 1039 699178.81 2456804.20 RADIUS POIN T 75.00 1038 699253.81 2456804.20 1039-1040N 89° 59' 56" W 213.34 1040 699178.82 2456590.86 1040-1028N 69° 54' 11" W 0.01 1028 699178.82 2456590.85 Closure err or dis tance> 0.000000 00 E rror Bearing> N 90°00'00" E Closure Pre cis ion > 1 in 14495983 46606 .64 Total Distance Traversed> 1449.60 102865.7762 SQ . F T. 2.3615 ACRE S Page 1 of 1 • ASPEN ENGINEERS July 2, 2012 2422 12th Ave Rd #323 Bill Parsons Nampa, Idaho 83686 City of Meridian Phone (208) 466-8181 Fax (208) 442-7858 33 E. Broadwa Ave y lance@AspenErgineers.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, SS\ONAI FNG ~o~~ ~GISTER ~~F Aspen Engineers, Chartered ~ 10 0~7 Lance Warrick, P.E. Jf Principal Engineer !,~ 9IF ~ F ~0~' ~~ cc: Aspen 12034 yCF W A~~\ Gus Porter (Sawtooth Construction Staking) Attachments 1. Soils Evaluation for Larkspur #3 site by AES (August 12, 2006) 2. Groundwater monitor report for Larkspur #3 site by AES (October 19, 2006) P:\2012\12034\Cortespl0utgoing\12034-I Cit)I_20t2-07-03.doc ~ ~ ASPEN ENGINEERS ATTACHMENT 1 SOILS INFORMATION AS~CIATED EARTH -SCIENCE~c. serrtr colts t~;vAt:(°.~~rw~s - srou~t ntt.~t~ scan ~ nn~r:, - sc-n. st lt~ t:Y~ -sett.. ~~-t. rt. "tt twrartc,~ rt(ws R-~ U.t1E5:\~1PIa'~G- G}:Ul.(X;1 1\VE;~7lG.~TIt)~J-`II~F:I\V4:ST1(;,~110\ Glen H. Logan 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (208j 612-9214 Cell: (208) 941.7284 Harley R. Noe 5740 N. Applebrook Way Boise, Idaho, 83713 Phonc & FAX: (208) 939-8602 Cell: (208) 850-4926 Mark E. Johnson 1886 N. Greenfield Avenue ~1eridian. Idaho. 83642 Phonc & FAX: (208) 898-9541 Cell: (208) 869-9049 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 t/4 of the Southwest t/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 Ievei. 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~ • 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 S to 15. If you have questions or need anything additional, please contact me at 850-4926. transmitted via a-mail HARLEY R. NOE Professional Soil Scientist cc w/ attachments: Ron Sargent, Larkspur, LLC, 1771 N. Wildwood, Suite 240, Boise, ID 83713 Associated Ear Sciences, Inc. Storm Drain Test Hole Description & Evaluation Date Of Evaluation: 8/10/2006 Evaluated by: Harley R. Noe, Professional Soil Scientis 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 t4 mile north of victory Road on East side of Meridian Road at end of Edmonds Court Depth Color Texture Clay °~6 Roots Mottles ~~' Permeabu Comments ~I, (inches) (iNhr) Hole Number 8 Location: 1-06 6598 0 to 14 10YR 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 weakly 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 & fine none 2 to 6 ve friable moist 72 to 113 10YR 5!4 sandy loam 5 to 8 none none 4 to 8 friable moist 1 i 3 to 128 1 OYR 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 ~ Location: ~-06 6599 0 to i6 10YR 313 silty Gay bam 35 to 40 common very fine & fine; few medium none 0.06 to 0.2 ve frlm moist; vary 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 20% hardpan fragments; texture approaches sa loam 75 to 96 10YR 713 moderately cemented hardpan none none 0.5 to 1 moderately 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 Earl ~ Storm Drain Test Hole Description & Evaluation Sciences, Inc. Continuation Sheet Date Of Evaluation: 8/10/2006 Project: Larkspur #3 Depth Color Texture Clay % Roots Mottles ~~' Perm. Comments (inches) li"~'~ Heie Numhe~ ~ Lecatien~ 3-06 6600 0 to 10 t OYR 3/4 silt loam 24 to 26 common very fine 8 fine; few medium none 0.5 to 1 sl' ht firm mois~ 10 to 18 10YR 5/4 silty clay loam 30 to 32 common very fine, fine 8~ medium none 0.2 to 0.6 firm moist 18 to 46 10YR 7!4 moderately to strongty cemented hardpan few very fine 8 fine to 28 inches none <0.2 mots in fractures only; moderatety fractured 46 to 75 10YR 7!4 & 4/4 weakly cemented hardpan none none 0.5 to 1 highly fractured, pockets of sandy ham soil 75 to 124 10YR 4/6 sandy loam 5 to 8 none none 4 to 8 very friable moist 24 to 150+ variegated extremely gravelly sand <3 none none 15 to 20+ 2096 cobbles; boss in place General Notes: Slope 0 to 1 percent. No free water or wetness evidence to 150 inches. Sand is moist in bottom of pit. Hole Number 8 Location: 4-06 6601 0 to 21 10YR 3/3 silty Gay loam 28 to 32 many very fine ~ fine; few medium none 0.2 to 0.6 firm moist; LAYER SAMPLED FOR R- VALUE TESTING 21 to 34 10YR 4/4 silt loam 24 to 26 few very fine 8 fine none 0.5 to 1 ve friable moist 34 to 52 10YR 7/4 moderately cemented hardpan few very fine 8 fine in fractures none 0.2 to 0.6 moderate fractured 52 to 156+ variegated extremely gravelly sand <2 none none 15 to 20+ hose in place; 2~% cobbles General Notes: Slope 0 to 1 percent. No free water or wetness evidence to 156 inches. Associated Ea~1 Storm Drain Test Hole Descripfl6n & Evaluation Sciences, tnc. Continuation Sheet Date Of Evaluation: 8/10/2006 Project: Larkspur #3 ~iDnches~ Color Texture Clay % Roots Mottles a ~i~° ~'' Comments Nnin Numhar R 1 nr_atinn~ 5-~6 bd~2 0 to 13 10YR 3/3 silt loam 24 to 26 many very fine & fine none 0.5 to 1 very friable mois.; some faint mottles due to i ation ponding 13 to 23 10YR 3/4 silt loam 22 to 24 common very fine 8 fine; few medium none 0.5 to 1 very friable moil- 23 to 49 10YR 7/4 moderately cemented hardpan few very fine 8 fine in fractures none 0.2 to 0.6 upper 12 inches non fractured; lower part is moderately fractured 49 to 65 10YR 4/4 sandy loam 8 to 10 none none 4 to 8 very friable mole-; 5% ravel 65 to 156+ variegated extremely gravelly sand <3 none none 15 to 20+ loose in place; 20% cobbles General Notes: Slope 0 to 1 percent. No free water or wetness evidence to 156 inches. Sand is moist at bottom of pit. Hole Number 8 Locattan: 6-~6 6603 many very fine and 0 to 12 10YR 3/4 silt loam 24 to 26 fine; few medium none 0.5 to 1 friable moist common very fine & 12 to 22 10YR 4/4 silty Gay loam 28 to 30 fine, few medium none 0.2 to 0.6 friable to firm motet common very fine & 22 to 42 1 OYR 6/3 fine sandy loam 10 to 12 fine, few medium none 4 to 8 ve 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 moderatety fractured nearly loose in place; 15% angular 138 to 125 10YR 4/6 sandy foam 6 to 10 none none 4 to 8 hardpan fragmerRs extremely gravelly loose in place; 15% cobbles; thin pan 125 to 9 50+ variegated sand <3 none none 15 to 20+ on top of ravel la r General Notes: Slope 0 to 1 percent. No free water or wetness evidence in 150 inches. Associated Ear ~ Storm Drain Test Hole Description 8~ Evaluation Sciences, Inc. Date Of Evaluation: 8/10/2006 Continuation Sheet Project: Larkspur #3 Color Texture Clay % Roots Mottles ~~'~ ~"' Comments ( riches) ~ Hole Numt~er ~ Location: 7-06 6604 0 to 13 10YR 3/3 silty clay loam 32 to 35 many very fine & 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 1 OYR 7!4 moderately to strongly cemented hardpan few very fine to 40 inches in fractures none 0.2 to 0.6 roots in fractures only; h' h fractured 68 to 122 10YR 3/6 sandy foam 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; 15°6 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. tiM.;P'1'1(~ SOIL ti E;\'AI.( A"PtO\ti - ti"TOR\1 PR.41'1 tiON.S D:1 f:- - tiO1{. SI R1 t:YS - ~<)1{ \\~(~:"I"L.\`f) I\VFa7lG;1'1'1O\ti R-\ 1Ll:F; ti:111P1.1M1(: -Gk;OL(X;l 1\Vt;til'IG.~ l IU~S - 517 E IXYFaI'IG,\71O\ Glen H. Logan 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 Cetl: (208) 941-7x84 Harley R. Nor 5740 N. Applebrook Way Boise, Idaho, R3713 Phone & F,'1X: (208) 939-8602 tell: (2081850-4926 Mark E. Johnson 1886 N. Greenfield Avenue Meridian, ldaho. 83642 Phone & FAX: (208) 898-9541 Cell: (208) 869-909 October 19, 2006 Chris Webb Treasure Valley Engineers, Inc. 1204 6~' Street North Nampa, ID 83687 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 850-4}26. 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 Hofe Number Bottom of hole at dig 8110 812 9/12 10!10 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 dest dest 9/2 -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 will leave it alone. 9/12 -pipe broken off of #6 & no measurement possible ~ • • Gus Porter From: Jerry Hastings <jhastingsCa~adaweb.net> Sent: Thursday, May 31, 2012 3:54 PM To: 'Gus Porter' Cc: Carl Porter Subject:. RE: Subdivision Name Reservation May 31, 2012 Gus Porter Sawtooth Land Surveying Subdivision Name Reservation: "Larkspur Subdivision No. 5" Dear Gus, At your request, I will reserve the name "Larkspur Subdivision No. 5" 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 _ ihastinasna.adaweb.vet From: Gus Porter [mailto:Gus@sawtoothls.comJ Sent: Thursday, May 31, 2012 1:57 PM To: Jerry Hastings Cc: Carl Porter Subject: Subdivision Name Reservation Jerry, I would like to reserve the dame of L.arksp~rr S~rbdivision No. 5 or~r k~ehalf of Sawtooth Land Surveying. ~ THANK v®u, GUS PORTER P: 208.398.8104 P: 2O8.39Ei.81 05 1 r 1 C: 208.86CI.17532 20'7 W. MAIN ST. 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MERIDIAN IDAHO ~~ ~ :d~~"` ~~~~_ ~~ ~ ~ , o _ ; ,. ~ m ~a FINAL PLAT LANDSCAPE PLAN ~~"a ~ ~ ~%%Ht;t ~~~~~~~ ? ° ~ a ~ g ~~ - \\ ~~~ 1 uZ S~ ~N H ~N D T ~ m ~~ ~ ~ 0 Hear33~ttg : Aku~t 7, 2012 Project Name: Larkspur Subdivision No. 5 File No: FP-12-015 Request: Final Plat approval of 8 building lots and 2 common lots on approximately 2.36 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.