Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Application
~E IDIAN~- IDAHO TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN Mayor Tammy 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: April 30, 2013 Transmittal Date: April 8, 2013 File No.: FP 13-012 Hearing Date: May 7, 2013 Request: Final Plat approval consisting of 17 building lots and 2 common/other lots on 10.42 acres of land zoned R-8 for Tradewinds Subdivision No. 1 By: Don Newell, SDN, LLC Location of Property or Project: SEC of E. Victory Road and S. Locust Grove Road Joe Marshall (No FP) Scott Freeman (No FP) Steven Yearsley (No FP) Michael Rohm (IVo FP) Macy Miller (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Brad Hoaglun, C/C Keith Bird, C/C David Zaremba C/C Sanitary Services (r,o vaR, vac, FP> Building Department/ Rick Jackson Fire Department Police Department City Attorney Community Development 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) IntermOUntaln 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,- Planning Division (~ 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 STAFF USE ONLY: ^ Development Agreement Modification ® Final Plat File number(s): ~P - /- ~ _ ~' ~,~ ^ Final Plat Modification ^ Planned Unit Development ^ Preliminary Plat Project name: ,~~~/,{ ;i,9 ,1 ~,h ^ Private Street Date filed: Date complete: ^ Short. plat Assigned Planner: °~ / 1 ,~, ^ Time Extension (Commission or Council) Related files: AZ-1~' O ~1 r P~ ~ ~~~ ^ UDC Text Amendment ^ Vacation (Council) ^ Variance Hearing daterJ~^ Commission Council fl Other Applicant Information Applicant name: SDN LLC - Don Newell Phone: 404.2161 Fax: Applicant address: PO Box 19 3 9 Eagle , ID Zip: 8 3 616 E-mail: Applicant's interest in property: ®Own ^ Rent ^ Optioned ^ Other Owner name: same Phone: Fax: Owner address: Zip: E-mail: Agent name (e.g., architect, engineer, developer, representative): Kevin McCarthy, P . E . Firm name: KM Engineering, LLP Phone:639.6939 Fax: 639.6930 Address: 9233 W. State St. Boise, ID Zip: 83714 E-mail: kevin@kmenallp.com Primary contact is: ^ Applicant ^ Owner ®Agent ^ Other Contact name: Phone: Fax: Contact address: Zip: E-mail: Subject Property Information Location street address: SEC Victory & Locust Grove Assessor's parcel number(s): S 112 9 2 2 3 5 0 5 & S 112 9 2 2 3 5 3 0 Township, range, section: 3 N, l E, 2 9 Total acreage: 10.4 2 Current land use: vacant Current zoning district: R- 8 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 (Rev. 02/08/2013) i Project Description Project/subdivisionname: Tradewinds Subdivision Phase 1 General description of proposed project/request: single-family subdivision of 4 54 acres at the SEC of Victory & Locust Grove (overall sub is 10 42 acres) Proposed zoning district(s): n / a Acres of each zone proposed: n/a Type of use proposed (check all that apply): ® Residential ^ Commercial ^ Office ^ Industrial ^ Other Who will own & maintain the pressurized irrigation system in this development? NMID Which irrigation district does this property lie within? NMTD Primary irrigation source: Tuscan~r PT Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is Ciry water): Residential Project Summary (if applicable) Number of residential units: Number of building lots: Number of common lots: 2 Number of other lots: Proposed number of dwelling units (for multi-family developments only): 1 bedroom: n / a 2 - 3 bedrooms: 4 or more bedrooms: _ Minimum square footage of structure(s) (excl. garage): n / a Proposed building height: Minimum property size (s.f): 6 ~ 0 6 Average property size (s.f.): 6 , 8 7 7 Gross density (DU/acre-total land): 3.74 Net density (DU/acre-excluding roads & alleys): 5.52 Percentage of open space provided: 15.2 % Acreage of open space: 0 . 6 9 Percentage of qualified open space acreage: 15.2 % (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): 1 andGCa~, ommon r a Amenities provided with this development (if applicable): baGketbal court Type of dwelling(s) proposed: ®Single-family Detached ^Sfngle-family Attached ^ Townhomes ^ Duplexes ^Multf-family ^ Other Non-residential Project Summary (if Number of building lots:- Gross floor area proposed: _ Hours of operation (days and Other lots: Existing (if applicab Building height: Building: Paving: Number and ages of students/children (if applicable): Number of compact spaces provided: Percentage of site/project devoted to the Landscaping: Total number of vees: __ of parking spaces Authorization Print applicant name: SDN LL D n Newe 11 Memb r ,p, Applicant signature: Date: ~'~~- I ~?/" 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 (Rev. 02/08/2013) ~~ 9233 WEST STATE STREET ~ BOISE, ID 83714 ~ 208.639.6939 ~ FAX 208.639.6930 March 28, 2013 Project No.:12-072 Community Development City of Meridian 33 East Broadway Avenue Meridian, ID 83642 RE: Tradewinds Subdivision -SEC Victory & Locust Grove - Meridian, ID Final Plat Narrative To Whom it May Concern: On behalf of SDN, LLC, we are pleased to submit the attached application and required supplements for the final plat of Tradewinds Subdivision Phase 1. Please accept this letter as the required written narrative regarding the project. Tradewinds Subdivision encompasses approximately 10.4 acres located at the southeast corner of Victory and Locust Grove Roads, with Phase 1 of the project involving approximately 4.54 acres. The property was formerly located in Ada County, but was recently annexed into the City of Meridian under Annexation, Zoning, and Preliminary Plat applications identified as file numbers AZ-12-012 and PP-12-015. Phase 1 of this single-family residential project proposes 17 buildable lots and 2 common lots. This phase will also include design and construction of a neighborhood basketball court. Details on materials and construction for this amenity are included on the civil construction plans, which are attached for review. The final plat for this phase is in conformance with the approved preliminary plat and meets the requirements thereof. In addition, this final plat conforms with the requirements and provisions of the UDC, as well as acceptable engineering and surveying practices and local standards. Should you have questions or require further information in order to process this application, please let me know as soon as possible. Sincerely, KM Engineering, LLP Kirsti Allphin Development Assistant ENGINEERS ~ SURVEYORS ~ PLANNERS www.kmengllp.com ~ .~Ce~'~'~e~C~ 9233 WEST STATE STREET ~ BOISE, ID 83714 ~ 208.639.6939 ~ FAX 208.639.6930 March 29, 2013 Project No. 12-072 Tradewinds Subdivision Phase 1 Legal Description A parcel of land situated in the NW1/4 of the NW 1/4 of Section 29, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho and being more particularly described as follows: Commencing at an aluminum cap marking the north 1/4 corner of said Section 29, which bears S89°34'31"E a distance of 2,680.68 feet from a found 5/8 inch rebar marking the northwest corner of said Section 29, thence following the northerly line of said Section 29, N89°34'31"W a distance of 2,060.40 feet to the point of beginning. Thence leaving said northerly Section line, S00°16'02"W a distance of 532.55 feet to a set 5/8 inch rebar; Thence N89°41'54"W a distance of 21.50 feet to a found 5/8 inch rebar; Thence S00°15'45"W a distance of 259.19 feet to a set 5/8 inch rebar; Thence N89°34'31"W a distance of 598.42 feet to a set 5/8 inch rebar on the westerly line of said Section 29; Thence following said westerly Section line, N00°14'19"E a distance of 50.00 feet to a set 5/8 inch rebar; Thence leaving said westerly Section line, S89°34'31"E a distance of 163.44 feet to a set 5/8 inch rebar; Thence 30.63 feet along the arc of a circular curve to the left, said curve having a radius of 19.50 feet, a delta angle of 90°11'11", a chord distance of N45°19'54"E and a chord distance of 27.62 feet to a set 5/8 inch rebar; Thence S89°25'48"E a distance of 50.00 feet to a set 5/8 inch rebar; Thence 30.57 feet along the arc of a circular curve to the left, said curve having a radius of 19.50 feet, a delta angle of 89°48'50", a chord distance of S44°40'08"E and a chord distance of 27.53 feet to a set 5/8 inch rebar; Thence S89°34'31"E a distance of 85.56 feet to a set 5/8 inch rebar; Thence N00°14'19"E a distance of 458.72 feet to a set 5/8 inch rebar; Thence N89°45'43"W a distance of 105.00 feet to a set 5/8 inch rebar; Thence N00°14'19"E a distance of 31.61 feet to a set 5/8 inch rebar; Thence 30.63 feet along the arc of a circular curve to the right, said curve having a radius of 19.50 feet, a delta angle of 89°59'58", a chord bearing of N45°14"18"E and a chord distance of 27.58 feet to a set 5/8 inch rebar; Thence S89°45'43"E a distance of 137.63 feet to a set 5/8 inch rebar; Thence N00°14'17"E a distance of 64.77 feet to a found 5/8 inch rebar; Thence S89°34'31"E a distance of 188.08 feet to a found 5/8 inch rebar; Thence N00°16'02"E a distance of 167.02 feet to a set rebar on the northerly line of said Section 29; Thence following said northerly Section line, S89°34'31"E a distance of 42.00 feet to the point of beginning. Said parcel contains 4.54 acres, more or less. a ~12459~ ENGINEERS ~ SURVEYORS ~ PLANNERS N~• Bbl' 3.29.2©r3 5 ADA COUNTY REGORDER Christopher D. Rich AMOUNT 22.00 5 601SE It)AHQ 02/0712013 01:31 PM DEPUTY Che Fowler SlntptiBle Electronic Recording I IIIIII VIII VIII IIIIII IIIIII VIII IIII IIIIiI f III III VIII IIII (III AFTER RECORDING MAIL TO: R1iCOltlllll-REQUES`T' OF I J ! FIRST AMERICAN TITLE ANO ESCRO 913014200 SDN, LLC 607 W. Sherington Drive Eagle, ID 83616 ELECTRONICALLY RECORDED • Do NOT REMOVE THE GOtlNTY STAMPED FIRST PAGE AS IT IS NOW INCORPORATED AS PART OF THE ORIGINAL DOC(1MENT. CORPORATE WARRANTY DEED Fife No.: 4103-1921876 (TK) Date: February 06, 2013 For Value Received, Glacier Bank, a Montana banking corporation, a corporation duly organized and existing under the laws of the State of Idaho, Grantor, does hereby grant, bargain, sell and convey unto SDN, LLC an Idaho limited liability company, Grantee, whose address fs 647 W. Sherington Drive, Eagfe, ID 83616, the following described real estate, to wit: Legal Description attached hereto as Exhibit A, and by this referenced incorporated herein. SUBJECT TO current years taxes, irrigation district assessments, public utility easements, subdivision and U.S. patent reservations. TO RAVE AND TO HOLD the said premises, with their appurtenances, unto said Grantee, and to the Grantee's heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that the Grantor is the owner In fee simple of said premises; that said premises are free from a!f encumbrances, and that Grantor will warrant and defend the same from all claims whatsoever. IN WITNESS WHEREOF, the Grantor, pursuant to a resolution of its Board of Directors has caused its corporate name to a hereunto subscribed by its ' this day of , ZO ! Page 1 of 5 APN: S1129223505 Warranty Deed File No.: 4103-1921$76 (7K) - cnntlnued Date: D2/O6/2013 Glacier Bank, a Montana banking corporation, a corporation ich rittain, A zed Signor STATE OF Idaho ) ss. COUNTY OF Ada On this ~d~ _ day of February, 2013 ,before me, a Notary Public in and for said State, personally appeared Rich Brittain, known or Identilfied to me to be the Athorized Signor of the corporation that executed the within Instrument or the person who executed the Instrument on behalf of said corporation, and acknowledged to me that such corporation executed the same. In witness whereof, I have hereunto set my hand and affixed my official sea( the day and year In this certificate first above written. `,,yillll/////~,/i \`~~Og~~,A;„TI@~~r~~~ Notary Public f the State of Idaho tP v;'' O~~- ~ Residing at: ID - ~ ~ My Commission Expires: ~.l ~l ~~ ~ i ~ ~~,,~ / ; .+O ~ ~~~'~`pr~1TE: pF Npt~~`~ . ,.,• Page 2 of 5 APN: 51129223505 Warranty Deed Flie No.: 4103-1921876 (T!Q - mntlnued Date: 02/06/2013 EXHIBIT A LEGAL DESCRIPTION: Real property in the County oP Ada, State of Idaho, desalbed as follows: PARCEL 1: A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 NORTH, RANGE 1 EAST OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERN BOUNDARY OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 29, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO, WHICH IS DUE SOUTH 532.61 FEET ALONG SAID BOUNDARY FROM THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29 AND WHICH POINT WILL BE KNOWN AS THE REAL POINT OF BEGINNING; THENCE SOUTH 89°49' EAST 598.66 FEET ALONG A LINE PARALLEL TO THE NORTHERLY BOUNDARY OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER SAID SECTION 29 TO A POINT; THENCE SOUTH 00°02' EAST 263.79 FEET TO A POINT; THENCE SOUTH 17°45' WEST 478.12 FEET (FORMERLY SOUTH 17°47' WEST 4$5 FEET] TO A POINT; THENCE NORTH 56°20' WEST 544.24 FEET (FORMERLY 542 FEET) TO A POINT ON THE WESTERN BOUNDARY OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE DUE NORTH 419.39 FEET ALONG THE SAID WESTERN BOUNDARY TO THE REAL POINT OF BEGINNING. EXCEPT PARTIAL RECONVEYANCE INSTRUMENT NO. 110039264: A PARCEL LOCATED IN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF 5ECTION 29, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A 5/8" DIAMETER IRON PIN MARKING THE SOUTHWESTERLY CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 29, FROM WHICH A 5/8" DIAMETER IRON PIN MARKING THE NORTHWESTERLY CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST' QUARTER BEARS NORTH 0°14'19" EAST A DISTANCE OF 2fi45.59 FEET, THENCE Page 3 of 5 APN: 51129223505 Warranty Deed Fpe No.: 4103-1921876 (TIQ -contlnued Date: 02/06/2013 NORTH 0°14'19" EAST ALONG THE WESTERLY BOUNDARY OF SAID NORTHWEST QUARTER A DISTANCE OF 1693,59 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 0°14'19" EAST A DISTANCE OF 160.30 FEET TO A POINT; THENCE LEAVING SAID WESTERLY BOUNDARY SOUTH 89°34'31" EAST A DISTANCE OF 598.42 FEET TO A 5/8" DIAMETER IRON PIN; THENCE SOUTH 0°14'22" WEST' A DISTANCE OF 4.5b FEET A 5/8" IRON DIAMETER IRON PIN; THENCE SOUTH 18°01'22" WEST A DISTANCE OF 477.83 FEET TO A POINT; THENCE NORTH 56°Ob'39" WEST A DISTANCE OF 543.56 FEET TO THE POINT OF BEGINNING. PARCEL 2 A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 NORTH, RANGE 1 EAST OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 NORTH, RANGE i EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO WHICH POINT WILL BE KNOWN AS THE REAL POINT OF BEGINNING: THENCE SOUTH $9°49' EAST 620.22 FEET ALONG THE NORTHERN BOUNDARY OF SAID NORTHWEST QUARTER OF TWE NORTHWEST QUARTER OF SAID SECTION 29 TO A POINT; THENCE DUE SOUTH 532,61 FEET ALONG A LINE PARALLEL TO THE WESTERLY 80UNDARY OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29 TO A POINT; THENCE NORTH 84°49' WEST 620.22 FEET ALONG A LINE PARALLEL TO THE SAID NORTHERN BOUNDARY TO A POINT ON SAYD WESTERN BOUNDARY; THENCE NORTHERLY 532.61 FEET ALONG SAID WESTERN BOUNDARY TO THE REAL POINT OF BEGINNING. EXCEPT THE FOLLOWING PARCEL: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 NORTH, RANGE i EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO; THENCE Page 4 of 5 APN: 511292235D5 Wan'anty Deed File No.: 4103-1921876 (TfQ - continued Date: 02/06/2013 SOUTH 89°49` EAST 390.22 FEET ALONG THE NORTHERN BOUNDARY OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29 TO A POINT, WHICH POINT WILL BE KNOWN AS THE REAL POINT OF BEGINNING; THENCE SOUTH 89°49' EAST 188 FEET ALONG THE NORTHERN BOUNDARY OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29 TO A POINT; THENCE DUE SOUTH 167 FEET ALONG A LINE PARALLEL TO THE WESTERLY BOUNDARY OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29 TO A POINT; THENCE NORTH 89°49' WEST 188 FEET ALONG A LINE PARALLEL TO THE SAID NORTHERN BOUNDARY TO A POINT; THENCE NORTHERLY 167 FEET ALONG A LINE PARALLEL TO THE WESTERLY BOUNDARY OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29 TO SAID NORTHERN BOUNDARY OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29 TO THE REAL POINT OF VICTORY RESIDENCE PROPERTY BEGINNING. APN: 51129223505 & 51129223530 Page 5 of 5 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA I, SDN, LLC - Don Newell PO Box 1939 (name) (address) Eagle ID (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: KM Engineering, LLP 9233 W State St., Boise, ID 83714 (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this ~_day of , 20~ (Signature) SUBSCRIBED AND SWORN to before me the day and yeaz first above written. ~~q~~H ,rAR Y otary Public for Idaho) ,w•~- Residing at: C~1fc~Y I ~ ' PUBLXG ~ My Commission Expires: ~ ' sj~~ ~ ~9P~ 4 N,,,,~ 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org ~Jl~ D i l i iii i~ 0 VICTORY ROAD b 0 PHASE PHASE PROJECT 2 1 LOCATION o ~ W 0 U J ~~ 0 N 0 250 500 1000 1500 . Plan Scale ENGINEERS.SURVEYORS.PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PFAX(20816 969309 TRADEWINDS SUBDIVISION MERIDIAN IDAHO DATE: 10/1S/12 PROJECT: 12-072 SHEET: VICINITY MAP 1 OF 1 S M ~ ~ J Z °~F \\ €m~ \ ~~ e~£ ill II ~%1` // // : ~~ ~ $~ / `~ $a~ l/ 11 @ @ © i d ~~ ~ _»s~ / ~~ ~/ ~/ ~ yl ~ffi ~ III ~a~ I ---~ // is II // a P) y~yE~ N // { r-- ~/ _ ~ I r g / i III s~~~ ~~ ~~~~ ~ ~~ ~~~~ ~ n i~ ~q9 a ~-nB~ ~ = i - ~ r 3 ~~ ~ ~ o ~$ I ~~~~ ~ ~~~~~ m = ~a. ~ _ ~ ~ ~ !~~ .ooh ~~~~ ,~~ ~~~~~~~~ ~~~~~ ~ ~~~ 11 ~~ lad-0ma,o I I ~~ 19 r~ $ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~;~ a ~l ;~[ \ ~~"~, ~~~ i& ~ ~ I. I ~ ~~ ~ D a ~ ~.~ Z ~ ~ ~~ ~ ~~~~~~~ ~ ~ ~~~~~~@ ~~~~~ ~~ ~ ~ ~~ a~ ~~ ~ ~m ~ ~~~~~o 0 o a m d _~ v D ~ $°z°ao°z=2 N` ~ ~ ~ ~ ~ ~ ~ a ~~m eee'em m ~ o-< C et a6 5y ~g! ~ .g ~ 5cc5=^~ to N D W ~°~~ q"K~x a6v889@ ~ ~ ~Gd~G6 ~'~ez - ~p ~ gE ~ ~ ~ ~~~5~~ ~~ 0 ~£~~~ aaa ~ ~ EAE ~ ~ ~€ ~~r ~~~~s ~ N s a~ 8 ~ ~ ~~ m~ ~~~~ ~~ ~~ 0 ~ ~ € ~~ €~ ~~~€ Z ~ ~~ / I ` I ~ I I Pm ~ I ~a~ `~ es~ ~ ~~g I I _\` £s - --- -- '• ~v> `x ------ - i I 1]5' ~ e I - 5 ~a.^ 1 - - + ~ _ 1 I ~oe• x i as ee _' ~ I I I ml ~_ ~R ~'a~~ t,y,~ ias~ ~ nrY i i i ~ ~_ ; ms E ~as• P ii~ '~ I ~ mg E ~"raF~. ~awK Ea.,~ ~- ~n.° i ~ I ~ I ~ ~ ~ ~ ~?~~ i I I tm' :, I g I 5 8 y£ I ~9:-'x $ xp~§ .I I X05 ~ I I:q I i55 7' " ~ 1 s ~9°b I 1 I s~ S2 ~ ~ S l• los'• '•r- iio• -~ i IR ~9~ @a~° .or _ _~. r I Ike ~m P~ ~~.~ ~~~~ &r ~~~- ~l I pl ,~• o p~pp~ 1~ p p•C tPt~pG y ~1~1 pp epc I I '74] 12]' fi M Oz ~ :: L~4i g~ uN.°' ~. G~Qy S•' ~ ~~ I I~ C ~ EawG .us J, ka I ~ ~~ i $ for t>t!yN^yu^~~CC 1+ e~GG I I ~ 12]' ~ 6 Y I~CwV y± ~ ~ G~Ei S ~ I I I I~ 4I >Q ~S~ji f.. 105' ' !'f., I' i I ~'W iar ~ ~ ._.I _ tta ~ I t2T g r' g I 1 ~'q 8 I `~~t ~a..' i I II S~ P ~ os f '~K ~ ~ I ~~ Ew~~ I ~ Z _ II 1 y _ t i ~ Go II _ yY4~ Ci ~ •~ I I I 1 - - ~ x7 ~q~~ F I I•« c.'; .~ sec~~~i•s iee.ae• ~ i I C''' I I~ a sT ~ _ E~ ~ Ea~~ e~ 'i I I II ;~ a 4 $ q '+i £ ~~ it I I S~~ Y -I~ C~'" ~I er ~'~ --s4 i I I II ~~~ ~ $'o eo e n c _ --~J • ~~ _~ec.3 ~ ~ ~~~ I I I I I H n _-___~ ~__J~.______ I __ ___________~_____________~________________________________ --- ___ -a~ ~_a =~ - o I I I -~ N ---- - ~x ------- - - --- rse•sit 52 ON ANbT~1T~ _ - - sers.Si wo.xn' S -- -a-a-a a-a--e_a-e g 6 I~ -.~ I/o _ - _ _ II I - - - - - T _ _ T _ _ ~ _ _ ~_ _ ~4~ I I ~ ~~ 11 y2y in a- -a=- ~ _ - _ s=a- = a-•--a- &z =s - -_ =5 LOCUST GROVE RD =.-_-'.~ O ~ I~1 z ~ oS o ~='~ ~ ~~~~~~° ~ D s _ n ~ I ~ I I I v 0 m S 1 N I iG ~ O~ Z o- m ~~~~ ~ € o I C a o~ N G~~ ~ ~•~ ~ ~ ~ i ~ I ~ ~ ~ ~ o z - ~~ o-=C ~~~€ z ~ lav ~,vD 2 I N D (/~ W ~ ~ c Y'om' D III ~ _ 9 a ~ tl~ c ~~~~ c ~~~~ ~ . T I ° ~ ~ O 7 Np <~- ~ Ga I Z Z ° €°~ ~ ~ - -~- II s~ ~, ;~ ~~ M1y ~ Iii ~~~ ~ mffi~ ~l // 1 ~~~ F ~ I m" ~/ / $g? >F g ~I ~,5" \~ ~5~ ~~111/1/ ~ \\ 4~€ III I I I .~, - ~ I ~% IIII cs ~ ~~ {I g~`g s~ m .~ ~ a;~k~~~ I I I pl ~II Ea~~ I 11,I,; ~~R „_..~ ----~ I"I I g~~?•-_-_-_J I I~p~"- 1 ~~ I % L---- Y akk~ -~ -r---~ : ~~g~ ~ , I I I I I I~-- ~~ ~~~, I I g~~g I ~ 81 m °a G~ y I ~ ' / p`I-w .~ 8 c ~ I I Ea"~ I I 8 6a.~ I I I ~/ IIII W~ I Vq '~~ ~I_J L---J j) ~-----J I i i I .- r ~~~ In~~~ I I 1%l - i - -- ~ ! I{1 ~ /1 I ~~.,a I L _Ec.,= J 'IIIfiV~I,. I ?sa"- I !I I I p~ ~~ 71 sn~~~ I ~ -J 1'Tm L----J d I I - ~ I ;gym ~I i:aW• I II r----1 8 II ~_ #-- I ~ I I _ r----, III I ° ~~~ \ err----~ VI I ~a~n I I Ea,.• I e -~ ~ ~__-i -~~® i~l o° I ~3 \ I I ~~~§ I III t L---J L -, I I t- ~--- J p I=1 ~°c~ _____ I ~~~g I I Ea~N I ~ I G~~g /i ~ i ~I IAI I I I e~@ j I~t ~< ~~~a"~ I L-_--J ;I'g+ I Ek.° I)11\\I III ° I '~~f ~ ~'r --J L---- I I r~ I €~ / I ~~~~5 ~ ~ ~ ~°SI~ I ICI -~ -- i \I\~ III I ~I A-_ C sL-----J ~~-~, e ~~ I r-----, t mm. ~ ~~n I L---J ! ~ I ~~~§ III iIS"L.Ji II £s~' I e~~y I ~ s---~ _-II 1 Rte. I I ~ I, --- \ °I EaW~ ~ II I ~---~ ~ ~~ ~' L-----J I ~tK I r~~~ I I Ea,.§ ~ I at /I e~ I III II II I~ I I I ~ r-----r s I• ~~ III -, ~ ~ ~ I ~~~§ ~ I Iv ~---~ ~ ~~, L--~ ~~~ I iIU ~ I el ° / IIL__EaW- - J e ~-----~ ~ ~~A § I )y ~s ~--I ~1 I I I I' I I I Ea~- I T~ ~~ I ~ I I ~ I~i ---g~~//\ ~ I/~~ I E~~z I L---J Ila g~~~g"~~~§ Il ii i ~ 'I I ill I II ~ ~ Ipl ----~aaa-\ J - ~~1 „~_-.- J~ 8"o q~ ~ __ J lillll I ~v P --- __ __ - N _ I r ~ ~`- " - I 3ltlmsa9tlxiwp a ~ I 5 8 L I I \{_ _ ~ I III. I - - - g ~ ~ ~~~§ I i I II ~ IIII I I I iv~arLa•~e ~~-e ~ ~~ _ _ I ~' w ~ ~~9t49Si-' ~ III ~ i III I II 31tlMS 39tlNItlnU ~ ~ ~ ~ ~ ~ ~'~ e - \ e==~~r~l \\ I ~ I b ~~~~~~~~~~~~ ~~ ~~ egs~Y fill-__ =t 1~~~~~ I g~mm~J~ ~-...~a.S,\~ E~~.cll ~II I sN I ~° _ _ Ea" h m9 ~ I ~ ~~~~~ g ~ i/, \I~ s~ga - 7~~~" I`° ~~~ I I ° ah s I 1 \ I I I I ~" I ~_~~ IIII , ~~ 8 -~ ~o e~ ~_e ~ L _ - u ~ .~~;~% I .I i I~ ~~~ I ` v ~ ~ . ~ I }}~, iyc \ \ J . o -a a m-m_ ._-tea p --~- - I ---~--~---~---~=- JI M - ---~ i I I b m .~~ ~ O r7'1 ~~ I~ ~~I ~ '~ ~~~ ~~ ~~ 2 ~O I I-0~I I I eo° I I I I ~~~ ~ l~ ~ D I I I k \ ~~ aim I I I I ~ \ Q ~` °a> ~ /\ I e ~ III ~ J/{ ~` "' ~~ ~~~ ~ € ~€ ~~ ~" ~~~ ~ o D m z vs, ~ ~ B ~ e R~ ~ ~~ a~ ~ ~ ~ ~~ ~ z ~ ni N ~y~~ ~ Z \I ~ ~ ~ ~ I ~~~ v ill ~~ ~ ~ ~~~ ~~ ~ ~~ ~~ N a m o0 0 9H~N ~ '~ 5 p ~ ~ ~ i ~ ~ ~ ~i ; ~~ ~ ~~ ~ ~ Ey ~~ y r 4 CM1 I F F A f gyp Z N N C ~ ~ O m m ao D S g~ N $ 8 E ~ r ~ m °~ ~ ~ Z ° ~ D r n ~ ~ ~~a~ ~G- ~ e ~ ~ m c p ~, ~~~~ bGS~ L~ z 'k~: e o ~ o$ m ~ ~ ~~ < G~~ ~ y m Z Z N off' M ~~ z~~N g ~Z = o-ZC N pipi qq 6~2~ .~~. ~~~~, ~~~~~~ Q a 4 ~ ~~ F ~~ 4 A o ~ ~ +~ y ~ ° ~ ~ 1~ I ~ Z O ,~, lF ~ g~N ~ h `" 5$ ~d <y~ r Z ~ S ~ R ____ ~ i 8 lea i~ Eft i II~1 J ~ ws~.w ~. m~ ~ ~ ~Sh 3 ~ g :ew.w 1 ¢' { I ~_ I - ~~ g msiw IS ~ I k f ~ ~ ; ~ ~. ~ fi~ga ~~_ 8 w» ~ ~ ~a ~ R lh - g waz» ~(I - ~ I~ Y - g :esxn ~i " - R ~~ $ wean szw ~~ z 9t ~q ~' g ww..w __ N -. ~~h 8 u la ~ ~weev S~ ~ a g wean ~ ~- R ~~e° g wm.e. a:,~ I 9K~o¢ iY:8~ R 8 i i R __ i, 8 _ ~ $ ~ ~ S ~ ~ R ~ i I ~ g wevw ~~ ,~ ~& ~ ~ _ I \ o A II ~ ~~ ~~ I ~ U(d1. ~ 4 Huai P£'p ~'i ~R ~ _ I ~ ~ wsv e ~ ~ _ _ ` ~ I k ~~ ~ le g wevo, ~~ I~~ Y ~ Hein -~-3 4 3 ~' 9 ~ ~ ~ '~ ~ ~,'~. ~ ~ ve:n ~~ ~~ . S ~hfi $ ;, ~ ~ wxn I ~ R wavy z~~;€ g neuo ~ „~-q ~$ ~ ~ ~~,g r sm ~ wean ~ ~ ~ r a we>,~ R ~ ~ ww.w m, g wean ~ ~ ~ ~. wex~ I Y ~ wavn Y 2 r I g weza - ° i ~ ~ x = ~ ' ~ ~ x s. i Y 8 8 ~ $ fS pS' 'rom \~ Sm~rgg ~ ~// // ~ // €~F \ = g // / $~ ~ l ~~ ~ $~~ q ; i ~- / / / i s a ~~ ~ ~ y~ g g N ¢¢ ~$ £~~i /~ gg 5~g~ ~~a"~ g ~~~~d~€ M~~ ~ r ~ / ~ ~~~~ L yj ~fS~E ~ a O z ~~~~~ ~ ~p8'tl ~ ~ ~~Q ~ ~ ~~~ / ~ ~ _~C g °~~~~~~ l~~ S S~ M~~~ ~~€ ~~ ~~~~ 6~ u I A~ \~ g~~ ~p~ I $ i~ :, ~, ~~ ~~ i~ i ~, I ,i h, i ,o m ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~~ ~~~ ~~~~"~~~~~~~ M~~~~ ~~~ ~~~ ~ ~ D a p € g~aQ~ ~ ~~ ~r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ s ~ ~~ ~~~ ~~~~~~~~~~~~ ~~~~ ~~~ ~ c D G g ~, P~ d ~ 9 ~y~~'~ ~~ ~ ~ ~ ~b ~ ~R ~ ~ ~~ q ~~~~ ~~~ ~~ ~ ~ 0 ~~ ~~ ~ ~ ~ R~~ ~~ ~d~~ ~ ~~ rn N Z Z PRELIMINARY '1111512x12 ADA COUNTY STREF T NAME .EVALUATION. SUB©IVI$I~N NAME: TRADEWINDS SUB NO 01 AGENCY anal AGENCY FILE NO: Meridian SECTION/ TC)WNSHIP/ RANGE: 29 3N 1 E DEVELQPER: KM ENGINEERING The street name comments listed below are made ay the members of 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 Final Plat phase levels due to design changes, time restraints and/or previous recorded plat street alignments. THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: S. LOCUST GROVE RD ,, ~ E. VICTC?RY RD ,f THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR APPROVAL: S. ARNO AVE v " E. COASTLINE ST .~ ' S. COMO AVE L' E, FATHOM ST THE. FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR DENIAL: AZIMUTH ST -Please replace with S Arno Ave which is in alignment to the south. STARBOARD ST -Please replace with S Como Ave which is in alignment to the south. THE FOLLQWING CHANGES OR CQRRECTItJNS NEED TO BE MADE: Please ensure the correct pre-directions and post-types are used as noted above under Proposed Street Names.. NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE. A FINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY SURVEYOR AT TIME OF RECORDING. ADA COUNTY ASSESStJR Representative~A~ DATE I1 { t' 1 ~-- ___ MERIDIAN Representative. DATE ~~~~~ !--- FIRE Representative ,~,}Q,/vy DATE -~c~~o~- ADA COUNTY HIGHWAY DIS. Representative ~ ` ~~t~--~•- DATE. ADA COUNTY SHERIFF Representative ~Y t DATE ~ J~ r ~ ~a ~~ ~f ~ ~~ i~ ~~ ~~~ ~ ~ ~ ~le~~~Ba~if`~ ~ B ~~ ttB !r ~a yy~, ~ EE ~ ~ aBi~iBB.rEE~! p Ei ~ ~ ~p~ ~ Air R~ ~ i~ ~~ ~a ~ ~~ ~ ~ `- a ~ ~ ~ 8rs ~ 0~7 ~ r It~11 ~~~ ' ~ ~ ~~ ~~ ~ ta~W 1af~a~ ~~ ~B ~(k ~ ~ ~~~~ a ~ Gw~m I~~~~ a ~~'+~i1~B~a ~` ~ ~~ ~I ~ lB ! 2~,.Qi~+ ~!lBE1B~ ~~ 1 ~~ €~l~a as ~i ~Q°< ~i~~BE~~~~~~~if~~~ ~ yr's-`r ~_# 5. ~ 1Ei1~~~L' B~~El~~~ a~• `~ 1 ~~~,. ~ a~; III ~ ~ I i ~. ~ ~ _,~ . . 4~ ~---- .-.:~_~. ,,~ ~~~ i a~~ ----~-_~-.~.--? -------~ I~------~----- ~ >: ~..~-.r--~ia ., } ~~ r , ~~~ g ~ ,1 a tom-, ~-~ ~~®f ~~ I , ; ~"t I Q ~ EI ~~ y` ~ I 3 1L~ ~+i ~~ ' ~, ~ 'a ~i f~ ai ~ ~ ~ ~ ~ (1~ ~ 3 i , :~~~~~ ~3.'.1~3;3 ~ ~i~~' ~ I ~ ~ ,y ' ~$~~ , . ~~ I ~ ~` ~ r ~, ; ys, ,, t, ~ ~s '~ 11 i ;^- j__'t !1i t ' 1~ ti I ~ ~ ll~ ~~~ - ~~ 8 ~ ~ ti. ~ ~ 7- 6 ~y _ ,'~ ~ t ~ g~~; E iS ~z ~ ~I >I ! ~~ •9 I , ~ ~~s~ , - f '~~'°"~---J ~ bail ~~i ~. ----I 3xsl, ' ~~~ I L--__~~ ~-----y ti ~I't I ~ 1 "?r I a ~ ~ ~ 1 385: I ~ i L ---J ~ ~ ~ i I ^g ~ ~ ~~ 1 ; ~ I a~la ~ a I i iM ~ ~ -- 4E~~~ ~~ ~ L' " j -- ;?i~a~a ~ ~ M L _ iB'~' r I >>-~- fi i. ~ I r r lr i t e R~R SV ~ .,~ ~ I I ;''t ~ si y I 3~~3 ~#~ I '_~ ~~~~ 1 + ~ e ~ ~~ ~~ ~ ~~ - ~ • ~ ~~ ~ ~ ~~ .l „ ~~~ ~~,-I~Sk~ ~ , } M ~! ~. ~ --- Y 4 I ~_-._ , " ~ r 1 6~~. I ~~ ~ 3 ~; ~_-~---~f I "i I I iB3: L- ---1 r------~ .~ ~ L--- _ I M9 I --- S~f St ii r- i ~ I I ~~~; i 1 r ~ L J . ~ _ "_ --- ~ .~ li 5 1 ' r___.~ ~ ~!!~ ~ ~ I 4 •y 1 I ~~: ~ ~ 583;481 ~- - - - --~ i. L-.-_.. J. ~- I I ~ r---'~ ~ g8~~ I r r ~ -. I g~3~t ~ i ~ • ~ p p lie I ~ I ~- - - - .~ e, ,i i r1 ~at ~ 1 3 9.e 1' rt g b8l~ i i 3 L q t ~` -JI j ~_--~ tr;, - ~,,, ' ~ E i ~ 1~ ..~s ~' i . 3~a i c.y~ 1 ~~,.. __a . x ._... ~ ' . _wt , 1 ~ ~ J / ~ ii~. v Tt, f }. I ~~ a.~~ -~ w Vt }} ~ y? i ' f.+l 1 ~ l ay ~a'!' ~ 9~ 137.63 s89°45'43"e 105.00 N ~ l~ _" 00 ~ ~ O O C l9 N N N O ~ n ~ ~ o O O Q 188.08 s89°34'31 "e ^ 3 N h o ~n ~ N C M O 'n O H Q1 3 ~ rn v '. ~ d o ~ N N 163.44 h s89°34'31"e n89°34'31 "w 598.42 Title: TRADEWINDS SUBDIVISION PHASE 1 I Date: 03-29-2013 Scale: finch = 200 feet I File: Tract 1: 4.536 Acres: 197604 Sq Feet: Closure = s26.2223e 0.00 Feet: Precision =1/995338: Perimeter = 3047 Feet 001=s00.1602w 532.55 002=n89.4154w 21.50 003=s00.1545w 259.19 004=n89.3431w 598.42 005=n00.1419e 50.00 006=s89.3431e 163.44 007: Lt, R=19.50, Delta=90.1111 Bng~45.1954e, Chd=27.62 008=s89.2548e 50.00 009: Lt, R=19.50, Delta=89.4850 Bng=s44.4008e, Chd=27.53 010=s89.3431e 85.56 011=n00.1419e 458.72 012=n89.4543w 105.00 013=n00.1419e 31.61 014: Rt, R=19.50, Delta=89.5958 015=s89.4543e 137.63 016=n00.1417e 64.77 017=s89.3431e 188.08 018=n00.1602e 167.02 019=s89.3431e 42.00 Lot Closures Mapcheck 1: Lot 1 Block 1 Closure Summary Precision, 1 part in: 431637.684' Error distance: 0.002' Error direction: N76° 04' 16"E Area: 8394.56 Sq. Ft. square area: 8394.563 Perimeter: 730.980' Point of Beginning Fasting: 10144.6488' Northing: 10777.5401' side 1: Line Direction: s89° 34' 31"E An le: [-89.5753 (d)] Deflection angle: [90.4247 (d)] Distance: 42.000' Fasting: 10186.6476' Northing: 10777.2287' side 2: Line Direction: SO° 16' 02"w An le: [-90.1575 (d)] Deflection angle: [89.8425 (d)] Distance: 135.040' Fasting: 10186.0178' Northing: 10642.1902' side 3: Line Direction: N89° 45' 43"w An le: [-90.0292 (d)] Deflection angle: [89.9708 (d)] Distance: 230.070' Fasting: 9955.9498' Northing: 10643.1461' side 4: Line Direction: NO° 14' 17"E An le: [-90.0000 (d)] Deflection angle: [90.0000 (d)] Distance: 14.770' Fasting: 9956.0112' Northing: 10657.9160' Side 5: Line Direction: 589° 34' 31"E Angle: [-89.8133 (d)] Deflection angle: [90.1867 (d)] Distance: 188.080' Fasting: 10144.0860' Northing: 10656.5218' side 6: Line Direction: NO° 16' 02"E An le: [89.8425 (d)] Deflection angle: [-90.1575 (d)] Distance: 121.020' Fasting: 10144.6504' Northing: 10777.5405' Mapcheck 2: Lot 1 Block 2 Closure Summary Precision, 1 part in: 38605.966' Error distance: 0.010' Error direction: N52° 14' 10"E Area: 8735.92 Sq. Ft. Square area: 8735.917 Perimeter: 384.640' Point of Beginning Page 1 Lot Closures Fasting: 10078.1104' Northing: 10592.8151' side 1: Line Direction: S89° 45' 43"E An le: [-89.7619 (d)] Deflection angle: [90.2381 (d)] Distance: 107.680' Fasting: 10185.7895' Northing: 10592.3677' side 2: Line Direction: SO° 16' 02"w An le: [-89.9708 (d)] Deflection angle: [90.0292 (d)] Distance: 69.550' Fasting: 10185.4651' Northing: 10522.8184' side 3: Line Direction: N89° 34' 31"w An le: [-89.8425 (d)] Deflection angle: [90.1575 (d)] Distance: 127.140' Fasting: 10058.3286' Northing: 10523.7609' side 4: Line Direction: NO° 14' 19"E An le: [-90.1861 (d)] Deflection angle: [89.8139 (d)] Distance: 49.640' Fasting: 10058.5354' Northing: 10573.4004' Side 5: Curve Curve direction: Clockwise rtadius: [19.502'] Arc length: 30.630' Delta angle: 89.9994 (d) Tangent: [19.502'] Chord direction: N45° 14' 18"E Chord angle: [-135.0003 (d)] Deflection angle: [44.9997 (d)] Chord distance: 27.580' Fasting: 10078.1183' Northing: 10592.8212' Mapcheck 3: Lot 2 Block Closure Summary Precision, 1 part Error distance: Error direction: Area: Square area: Perimeter: Point of Beginning Fasting: Northing: Side 1: Line Direction: An le: Deflection angle: Distance: Fasting: Northing: side 2: Line Direction: in: 355670.970' 0.001' 584° 47' 23"E 7373.19 Sq. Ft. 7373.192 370.250' 10058.3228' 10523.7563' 589° 34' 31"E [-89.5753 (d)] [90.4247 (d)] 127.140' 10185.4593' 10522.8138' SO° 16' 02"w Page Lot Closures Angle: [-90.1575 (d)] Deflection angle: [89.8425 (d)] Distance: 58.000' Fasting: 10185.1888' Northing: 10464.8144' side 3: Line Direction: N89° 34' 31"w An le: [-89.8425 (d)] Deflection angle: [90.1575 (d)] Distance: 127.110' Fasting: 10058.0823' Northing: 10465.7567' side 4: Line Direction: NO° 14' 19"E ,4n le: [-90.1861 (d)] Deflection angle: [89.8139 (d)] Distance: 58.000' Fasting: 10058.3239' Northing: 10523.7562' Mapcheck 4: Lot 3 Block 3 Closure Summary Precision, 1 part in: 355613.332' Error distance: 0.001' Error direction: 584° 47' 23"E Area: 7371.45 Sq. Ft. Square area: 7371.452 Perimeter: 370.190' Point of Beginning Fasting: 10058.0813' Northing: 10465.7565' side 1: Line Direction: s89° 34' 31"E Angle: [-89.5753 (d)] Deflection angle: [90.4247 (d)] Distance: 127.110' Fasting: 10185.1878' Northing: 10464.8142' side 2: Line Direction: SO° 16' 02"w ,4n le: [-90.1575 (d)] Deflection angle: [89.8425 (d)] Distance: 58.000' Fasting: 10184.9173' Northing: 10406.8149' side 3: Line Direction: N89° 34' 31"w An le: [-89.8425 (d)] Deflection angle: [90.1575 (d)] Distance: 127.080' Fasting: 10057.8408' Northing: 10407.7569' side 4: Line Direction: NO° 14' 19"E An le: [-90.1861 (d)] Deflection angle: [89.8139 (d)] Distance: 58.000' Fasting: 10058.0823' Northing: 10465.7564' Mapcheck 5: Lot 4 Block 2 Closure Summary Precision, 1 part in: 355555.695' Page 3 Lot Closures Error distance: 0.001' Error direction: 584° 47' 23"E Area: 7369.71 Sq. Ft. square area: 7369.712 Perimeter: 370.130' Point of Beginning Fasting: 10057.8397' Northing: 10407.7567' side 1: Line Direction: 589° 34' 31"E An le: [-89.5753 (d)] Deflection angle: [90.4247 (d)] Distance: 127.080' Fasting: 10184.9162' Northing: 10406.8146' side 2: Line Direction: 50° 16' 02"w Angle: [-90.1575 (d)] Deflection angle: [89.8425 (d)] Distance: 58.000' Fasting: 10184.6457' Northing: 10348.8153' side 3: Line Direction: N89° 34' 31"w An le: [-89.8425 (d)] Deflection angle: [90.1575 (d)] Distance: 127.050' Fasting: 10057.5992' Northing: 10349.7571' Side 4: Line Direction: NO° 14' 19"E Angle: [-90.1861 (d)] Deflection angle: [89.8139 (d)] Distance: 58.000' Fasting: 10057.8408' Northing: 10407.7566' Mapcheck 6: Lot 5 Block 2 Closure Summary Precision, 1 part in: 95967.944' Error distance: 0.004' Error direction: N14° 40' S2"E Area: 7366.99 sq. Ft. square area: 7366.994 Perimeter: 370.020' Point of Beginning Fasting: 10057.5982' Northing: 10349.7569' side 1: Line Direction: s89° 34' 31"F Angle: [-89.5753 (d)] Deflection angle: [90.4247 (d)] Distance: 127.050' Fasting: 10184.6447' Northing: 10348.8151' side 2: Line Direction: 50° 16' 02"w Angle: [-90.1575 (d)] Deflection angle: [89.8425 (d)] Distance: 57.950' Fasting: 10184.3744' Northing: 10290.8657' Side 3: Line Page 4 Lot Closures Direction: N89° 41' S4"w Angle: [-89.9656 (d)] Deflection angle: [90.0344 (d)] Distance: 21.500' Fasting: 10162.8747' Northing: 10290.9789' side 4: Line Direction: N89° 34' 31"w An le: [-179.8769 (d)] Deflection angle: [0.1231 (d)] Distance: 105.520' Fasting: 10057.3576' Northing: 10291.7611' Side 5: Line Direction: NO° 14' 19"E Angle: [-90.1861 (d)] Deflection angle: [89.8139 (d)] Distance: 58.000' Fasting: 10057.5992' Northing: 10349.7606' Mapcheck 7: Lot 6 Block 2 closure summary Precision, 1 part in: 45265.234' Error distance: 0.008' Error direction: 589° 47' 29"w Area: 6980.76 Sq. Ft. Square area: 6980.765 Perimeter: 343.340' Point of Beginning Fasting: 10057.3566' Northing: 10291.7571' side 1: Line Direction: 589° 34' 31"E An le: [-89.5753 (d)] Deflection angle: [90.4247 (d)] Distance: 105.520' Fasting: 10162.8737' Northing: 10290.9749' side 2: Line Direction: 50° 15' 45"w An le: [-90.1622 (d)] Deflection angle: [89.8378 (d)] Distance: 66.160' Fasting: 10162.5706' Northing: 10224.8156' side 3: Line Direction: N89° 34' 31"w Angle: [-89.8378 (d)] Deflection angle: [90.1622 (d)] Distance: 105.500' Fasting: 10057.0735' Northing: 10225.5976' Side 4: Line Direction: NO° 14' 19"E An le: [-90.1861 (d)] Deflection angle: [89.8139 (d)] Distance: 66.160' Fasting: 10057.3491' Northing: 10291.7570' Mapcheck 8: Lot 7 Block 2 Closure Summary Page 5 Lot Closures Precision, 1 part in: 102192.651' Error distance: 0.003' Error direction: 588° 10' 26"E Area: 6750.91 Sq. Ft. Square area: 6750.907 Perimeter: 338.970' Point of Beginning Fasting: 10057.0811' Northing: 10225.5950' side 1: Line Direction: 589° 34' 31"E An le: [-89.5753 (d)] Deflection angle: [90.4247 (d)] Distance: 105.500' Fasting: 10162.5782' Northing: 10224.8129' Side 2: Line Direction: SO° 15' 45"w An le: [-90.1622 (d)] Deflection angle: [89.8378 (d)] Distance: 64.000' Fasting: 10162.2850' Northing: 10160.8136' side 3: Line Direction: N89° 34' 31"w Angle: [-89.8378 (d)] Deflection angle: [90.1622 (d)] Distance: 105.470' Fasting: 10056.8179' Northing: 10161.5954' Side 4: Line Direction: NO° 14' 19"E An le: [-90.1861 (d)] Deflection angle: [89.8139 (d)] Distance: 64.000' Fasting: 10057.0844' Northing: 10225.5949' Mapcheck 9: Lot 8 Block Closure Summary Precision, 1 part Error distance: Error direction: Area: square area: Perimeter: Point of Beginning Fasting: Northing: side 1: Line Direction: An le: Deflection angle: Distance: Fasting: Northing: side 2: Line Direction: An le: Deflection angle: Distance: Fasting: Northing: in: 70781.980' 0.005' 560° 56' 42"E 6749.44 sq. Ft. 6749.438 339.070' 10056.8146' 10161.5952' S89° 34' 31"E [-89.5753 (d)] [90.4247 (d)] 105.470' 10162.2817' 10160.8134' SO° 15' 45"w [-90.1622 (d)] [89.8378 (d)] 64.000' 10161.9885' 10096.8141' Page 6 Side 3: Line Direction: Angle: Deflection angle: Distance: Fasting: Northing: side 4: curve Curve direction: Radius: Arc length: Delta angle: Tangent: Chord direction: Chord angle: Deflection angle: Chord distance: Fasting: Northing: Side 5: Line Direction: An le: Deflection angle: Distance: Fasting: Northing: Mapcheck 10: Lot 9 Block Closure Summary Precision, 1 part Error distance: Error direction: Area: square area: Perimeter: Point of Beginning Fasting: Northing: side 1: Line Direction: Angle: Deflection angle: Distance: Fasting: Northing: side 2: Line Direction: An le: Deflection angle: Distance: Fasting: Northing: side 3: Line Direction: An le: Deflection angle: Distance: Fasting: Northing: side 4: curve Curve direction: Radius: Arc length: Lot Closures N89° 34' 31"w [-89.8378 (d)] [90.1622 (d)] 105.600' 10056.3914' 10097.5968' Clockwise [69.528'] 4.730' 3.8986 (d) [2.366'] N2° 11' 16"E [-88.2369 (d)] [91.7631 (d)] 4.730' 10056.5719' 10102.3234' NO° 14' 19"E [176.1015 (d)] [-3.8985 (d)] 59.270' 10056.8188' 10161.5929' in: 100956.533' 0.004' 527° 51' 24"W 7900.20 Sq. Ft. 7900.197 450.470' 10056.3872' 10097.5966' 589° 34' 31"E [-89.5753 (d)] [90.4247 (d)] 105.600' 10161.9843' 10096.8138' SO° 15' 45"W [-90.1622 (d)] [89.8378 (d)] 65.030' 10161.6864' 10031.7845' N89° 34' 31"w [-89.8378 (d)] [90.1622 (d)] 175.140' 9986.5512' 10033.0828' Counter-clockwise [69.498'] 104.700' Page Lot Closures Delta angle: 86.3106 (d) Tangent: [65.161'] Chord direction: N47° 16' 10"E Chord angle: [-43.1553 (d)] Deflection angle: [136.8447 (d)] Chord distance: 95.070' Fasting: 10056.3851' Northing: 10097.5927' Mapcheck 11: Lot 1 Block 3 Closure Summary Precision, 1 part in: 125913.381' Error distance: 0.004' Error direction: 587° 03' 44"E Area: 8365.30 Sq. Ft. Square area: 8365.299 Perimeter: 505.480' Point of Beginning Fasting: 9818.1127' Northing: 10593.8958' side 1: Line Direction: 589° 45' 43"E An le: [-89.7619 (d)] Deflection angle: [90.2381 (d)] Distance: 137.630' Fasting: 9955.7415' Northing: 10593.3240' side 2: Line Direction: 589° 45' 43"E An le: [180.0000 (d)] Deflection angle: [0.0000 (d)] Distance: 33.370' Fasting: 9989.1112' Northing: 10593.1853' Side 3: Curve Curve direction: Clockwise Radius: [19.502'] Arc length: 30.630' Delta angle: 90.0006 (d) Tangent: [19.502'] Chord direction: S44° 45' 42"E Chord angle: [-134.9997 (d)] Deflection angle: [45.0003 (d)] Chord distance: 27.580' Fasting: 10008.5319' Northing: 10573.6023' Side 4: Line Direction: SO° 14' 19"w Angle: [180.0000 (d)] Deflection angle: [-0.0000 (d)] Distance: 10.610' Fasting: 10008.4877' Northing: 10562.9924' side 5: Line Direction: N89° 45' 43"w An le: [-90.0006 (d)] Deflection angle: [89.9994 (d)] Distance: 105.000' Fasting: 9903.4886' Northing: 10563.4287' side 6: Line Direction: SO° 14' 19"w Angle: [90.0006 (d)] Page Deflection angle: Distance: Fasting: Northing: side 7: Line Direction: an le: Deflection angle: Distance: Fasting: Northing: side 8: Line Direction: Angle: Deflection angle: Distance: Fasting: Northing: side 9: Curve Curve direction: Radius: arc length: Delta angle: Tangent: Chord direction: Chord angle: Deflection angle: Chord distance: Fasting: Northing: Mapcheck 12: Lot 2 Block Closure summary Precision, 1 part Error distance: Error direction: area: square area: Perimeter: Point of Beginning Fasting: Northing: side 1: Line Direction: Angle: Deflection angle: Distance: Fasting: Northing: side 2: Line Direction: an le: Deflection angle: Distance: Fasting: Northing: side 3: Line Direction: an le: Deflection angle: Distance: Fasting: Northing: Lot Closures [-89.9994 (d)] 21.000' 9903.4012' 10542.4289' N89° 45' 43"w [-90.0006 (d)] [89.9994 (d)] 105.000' 9798.4021' 10542.8651' NO° 14' 19"E [-89.9994 (d)] [90.0006 (d)] 31.610' 9798.5337' 10574.4749' Clockwise [19.502'] 30.630' 89.9994 (d) [19.502'] N45° 14' 18"E [-135.0003 (d)] [44.9997 (d)] 27.580' 9818.1167' 10593.8956' in: 330000000.000' 0.000' NO° 00' 00"E 6300.00 sq. Ft. 6300.000 330.000' 9903.4867' 10563.4295' 589° 45' 43"E [-89.7619 (d)] [90.2381 (d)] 105.000' 10008.4858' 10562.9933' SO° 14' 19"w [-89.9994 (d)] [90.0006 (d)] 60.000' 10008.2359' 10502.9938' N89° 45' 43"w [-90.0006 (d)] [89.9994 (d)] 105.000' 9903.2368' 10503.4301' Page 9 Side 4: Line Lot Closures Direction: NO° 14' 19"E Angle: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 9903.4867' Northing: 10563.4295' Mapcheck 13: Lot 3 Block 3 closure summary Precision, 1 part in: 330000000.000' Error distance: 0.000' Error direction: NO° 00' 00"E ,4rea: 6300.00 sq. Ft. square area: 6300.000 Perimeter: 330.000' Point of Beginning Fasting: 9903.2368' Northing: 10503.4301' side 1: Line Direction: s89° 45' 43"E An le: [-89.7619 (d)] Deflection angle: [90.2381 (d)] Distance: 105.000' Fasting: 10008.2359' Northing: 10502.9938' side 2: Line Direction: SO° 14' 19"w Angle: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 10007.9861' Northing: 10442.9943' side 3: Line Direction: N89° 45' 43"w An le: [-90.0006 (d)] Deflection angle: [89.9994 (d)] Distance: 105.000' Fasting: 9902.9870' Northing: 10443.4306' side 4: Line Direction: NO° 14' 19"E Angle: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 9903.2368' Northing: 10503.4301' Mapcheck 14: Lot 4 Block 3 Closure Summary Precision, 1 part in: 330000000.000' Error distance: 0.000' Error direction: NO° 00' 00"E ,4rea: 6300.00 Sq. Ft. square area: 6300.000 Perimeter: 330.000' Point of Beginning Fasting: 9902.9870' Northing: 10443.4306' side 1: Line Direction: 589° 45' 43"F An le: [-89.7619 (d)] Deflection angle: [90.2381 (d)] Page 10 Lot Closures Distance: 105.000' Fasting: 10007.9861' Northing: 10442.9943' side 2: Line Direction: SO° 14' 19"W An le: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 10007.7362' Northing: 10382.9948' side 3: Line Direction: N89° 45' 43"w An le: [-90.0006 (d)] Deflection angle: [89.9994 (d)] Distance: 105.000' Fasting: 9902.7371' Northing: 10383.4311' Side 4: Line Direction: NO° 14' 19"E An le: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 9902.9870' Northing: 10443.4306' Mapcheck 15: Lot 5 Block 3 Closure Summary Precision, 1 part in: 330000000.000' Error distance: 0.000' Error direction: NO° 00' 00"E Area: 6300.00 Sq. Ft. Square area: 6300.000 Perimeter: 330.000' Point of Beginning Fasting: 9902.7371' Northing: 10383.4311' side 1: Line Direction: s89° 45' 43"E An le: [-89.7619 (d)] Deflection angle: [90.2381 (d)] Distance: 105.000' Fasting: 10007.7362' Northing: 10382.9948' side 2: Line Direction: SO° 14' 19"w An le: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 10007.4863' Northing: 10322.9954' side 3: Line Direction: N89° 45' 43"w An le: [-90.0006 (d)] Deflection angle: [89.9994 (d)] Distance: 105.000' Fasting: 9902.4872' Northing: 10323.4316' side 4: Line Direction: NO° 14' 19"E An le: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 9902.7371' Page 11 Northing: Lot Closures 10383.4311' Mapcheck 16: Lot 6 Block 3 Closure Summary Precision, 1 part in: 330000000.000' Error distance: 0.000' Error direction: NO° 00' 00"E Area: 6300.00 sq. Ft. Square area: 6300.000 Perimeter: 330.000' Point of Beginning Fasting: 9902.4872' Northing: 10323.4316' side 1: Line Direction: S89° 45' 43"E An le: [-89.7619 (d)] Deflection angle: [90.2381 (d)] Distance: 105.000' Fasting: 10007.4863' Northing: 10322.9954' side 2: Line Direction: SO° 14' 19"w An le: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 10007.2364' Northing: 10262.9959' side 3: Line Direction: N89° 45' 43"w An le: [-90.0006 (d)] Deflection angle: [89.9994 (d)] Distance: 105.000' Fasting: 9902.2373' Northing: 10263.4321' side 4: Line Direction: NO° 14' 19"E Angle: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 9902.4872' Northing: 10323.4316' Mapcheck 17: Lot 7 Block 3 Closure Summary Precision, 1 part in: 330000000.000' Error distance: 0.000' Error direction: NO° 00' 00"E Area: 6300.00 sq. Ft. square area: 6300.000 Perimeter: 330.000' Point of Beginning Fasting: 9902.2373' Northing: 10263.4321' side 1: Line Direction: 589° 45' 43"E Angle: [-89.7619 (d)] Deflection angle: [90.2381 (d)] Distance: 105.000' Fasting: 10007.2364' Northing: 10262.9959' side 2: Line Direction: SO° 14' 19"w Angle: [-89.9994 (d)] Page 12 Lot Closures Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 10006.9866' Northing: 10202.9964' side 3: Line Direction: N89° 45' 43"w An le: [-90.0006 (d)] Deflection angle: [89.9994 (d)] Distance: 105.000' Fasting: 9901.9875' Northing: 10203.4327' side 4: Line Direction: NO° 14' 19"E An le: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 9902.2373' Northing: 10263.4321' Mapcheck 18: Lot 8 Block 3 Closure Summary Precision, 1 part in: 330000000.000' Error distance: 0.000' Error direction: NO° 00' 00"E Area: 6300.00 Sq. Ft. Square area: 6300.000 Perimeter: 330.000' Point of Beginning Fasting: 9901.9875' Northing: 10203.4327' side l: Line Direction: S89° 45' 43"E An le: [-89.7619 (d)] Deflection angle: [90.2381 (d)] Distance: 105.000' Fasting: 10006.9866' Northing: 10202.9964' Side 2: Line Direction: 50° 14' 19"w An le: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 10006.7367' Northing: 10142.9969' side 3: Line Direction: N89° 45' 43"w An le: [-90.0006 (d)] Deflection angle: [89.9994 (d)] Distance: 105.000' Fasting: 9901.7376' Northing: 10143.4332' Side 4: Line Direction: NO° 14' 19"E An le: [-89.9994 (d)] Deflection angle: [90.0006 (d)] Distance: 60.000' Fasting: 9901.9875' Northing: 10203.4327' Mapcheck 19: Lot 9 Block 3 closure Summary Precision, 1 part in: 209698.498' Error distance: 0.002' Page 13 Error direction: Area: square area: Perimeter: Point of Beginning Fasting: Northing: side l: Line Direction: An le: Deflection angle: Distance: Fasting: Northing: side 2: Line Direction: Angle: Deflection angle: Distance: Fasting: Northing: side 3: Curve Curve direction: Radius: Arc length: Delta angle: Tangent: Chord direction: Chord angle: Deflection angle: Chord distance: Fasting: Northing: side 4: Line Direction: An le: Deflection angle: Distance: Fasting: Northing: side 5: Line Direction: Angle: Deflection angle: Distance: Fasting: Northing: Lot Closures N89° 35' S7"w 6206.44 sq. Ft. 6206.441 321.350' 9901.7376' 10143.4332' s89° 45' 43"E [-89.7619 (d)] [90.2381 (d)] 105.000' 10006.7367' 10142.9969' 50° 14' 19"w [-89.9994 (d)] [90.0006 (d)] 40.500' 10006.5680' 10102.4973' Clockwise [19.499'] 30.690' 90.1861 (d) [19.562'] 545° 19' S4"w [-134.9069 (d)] [45.0931 (d)] 27.620' 9986.9250' 10083.0804' N89° 34' 31"w [180.0000 (d)] [-0.0000 (d)] 85.440' 9901.4874' 10083.7137' NO° 14' 19"E [-90.1861 (d)] [89.8139 (d)] 59.720' 9901.7361' 10143.4332' Page 14 9233 WEST STATE STREET ~ BOISE, ID 83714 ~ 208.639.6939 ~ FAX 208.639.6930 March 29, 2013 Project No.: 12-072 Community Development City of Meridian 33 East Broadway Avenue Meridian, ID 83642 RE: Tradewinds Subdivision Phase 1-Meridian, ID Street Finish Centerline Elevation Certification To Whom it May Concern: Please accept this letter as certification regarding the street finish centerline elevations for the project referenced above. Per the construction plans for Tradewinds Subdivision Phase 1 dated March 29, 2013, all street finish centerline elevations are set a minimum of three feet above the highest established normal groundwater elevation. Should you have questions or require further information, please feel free to call. Sincerely, KM Engineering, LLP ~S~pNAL o~~ ~~\ST 4~ ~~ 1\ i ~ 194 ~,. 3_~~~~-~'3~0 ~qT~ of ~ OP~~~ ~yEW S Matthew Derr, P.E. Project Engineer ENGINEERS ( SURVEYORS ~ PLANNERS www.kmengllp.com ~ ~ gm ~~~~ ~~ ~~ ~~ ~~ ~ Ax~~~ ~ ~~~~ ~~ ~~~~ ~~~ ~ ~~ ~ ~ ~~~~~~~~~ ~~~ ~~~~3 ~~~ ~ ~ ~~ ~~ ~~~~ ~~ I~~ € ~ ~ s~ ~~~ Y~ ~~ it ~~ ~ ~~ ~~ x ~ ~ ;I. ~, ~~ ~~ ~~ ~ ~, I~~ ~ a ~ ~~ o ,'~'--- '~=-'- _ k ~I~~~ E ~ ! tl " ~~ i E F $ ~ $$ ~ ~ ~t ~ u Y ! 1~ ~ ~a~v ' ~ ~€ ~F ~~~ ~ ~~ ~ S 6 ~~~ ~~ a ~ ~~~~~ ~ ~~~' 4 g ye €& ~ ~~ ~ ~ $~~ .~ II` n ~ ~ ~ ~ ~ ~ -_~: ~~ I' ~ I I `i - ~ \~~~ N ~~ '' .3. r~ LE L--_--J r _ _ . _ _ ~ ~~ , ~- ~ , YS ~ ~~ yp[ ~i ~ ~ ~ g t Cy C G C 3~ c~ g? £ a a q n q g q q a 9~ 1 ~~ LL-----J III I L~ ~ ~ ~ LE r--- -~ ~~.; i ~--- -~ ; IE '~ __j___, -•-r~~-•--~ ~ ,~ r--- ~ II i ~ ~ I ~1 I I ~ I I ~--I I L---~ J - ®-~ 0` ----~td ~ ~ ,... ;;., ~ : r ~~ _.. .. ~~ , ~aa~$g ~.. ~'g~~ e~ TRADEWINDS SUBDIVISION NO. 1 MERIDIAN, ID LANDSCAPE PLANS PLANTING PIAN AND PIANT SCHEDULE ~ . . .. --___-_ ~ , I ~ ; ` / ~. I I ~ L-------~ ~ ~ I ~ I ~ N I e I = t_-------~ I .. ------- ` I -{ + I L-- ----J ~`~ ~ I I t L-----s_- t_ e . .., II I ~'~ ~~~ E LI ,~ r-----~E ~ ~~ I q~~4 { { { L - - J i l i i _ _ _ I E I• i ~' h''I I ~' . ~ L--- ~ ~ ~---- / 1°I _ ., ~° _ ~-m-T~- a , AEVISIDNS / ~~, ,, $jr °~ i ~~ ~~ ~ R~ ~ ~ ~d ~ ~ ~ ~ ~~~~~ ~~~~ R ~ ~~ ~ _~~~€ ~~ ~ ~~ ~ ~-~ ~~ ~~ ~ s ~ ~ ~ ~$ R $ ~ a: R3 d ~ .$~ S~ s€~~ F 9 s$ €"$ ~`€ ~€ ,~ ~~ ~ ~~$a R ~ ~ fig. a d ~$ ~y~~$ ° ~a ~ _ ~ $,~ f';:~a ~ $~ ~~~ ge$ ~ g aR g£v> $ ~ ~ ~ 9 ~8 RF& ~ ~ a ~ a w s $9~ ~ ~ ~$$ E~€~~ d~ s~ ~$ ~$ppa ~~~ ~ $p~ qp$ $p€~0a ~ sp s ~ ~~~ ggQ a s; ~R~ ~ ~g~ ~gggeppp$ ~ $ ~' i~ ~~4 ~~ 9~ ~~~~~-A g~~ R~(' ~ 8"Fa ~~~~$~~ ~ ~f4~R y S$~gga ~~' ~y~ 9~ p'~i~ R fA 3~ ~ g~R` ~ ~~ ~~~ ~ f ~ <4 ~ ' ~ a~~~ ~. ~ R a"~ a ~ ~R ~ ~Yaa ~ ~ ~€ F~~~ ~~ ~ ~ 4 NE r?$ ~R ~~~~ ~~ ~~~" gg a$ q ~~ ~~ ~ pRPFaF ~{j~~q~~ ~ $~~~ ~v R ~~R w I P ~ ^ $ ~R ~ $ ~ ^L~ ~ $S=~ ~~ ~ ~ lir ~ ~ P~~ ~P9 R3 2d~'~ 3~. y~ „~ ~~9 ~~~ ~~ ~ ~~ ~ 3~ ~~ ~ ~ ~ ~~ v R y $ ~ ~ $ ~ ~^ a#eg a '~ F$$$ $ a ~ sa $ w $Y ~QgR~Y $$~~EY ~ ~ EE EE R ~ ~([ 7EA~ ~ ! E~p~{g~RY p ~~ ~~ ~6~ ~A A, ~ ~_ $`F~ R~~y~ ~ ~ ~ ~ ~ 9 5 i~ 9 2 3 ~7~3~M~E~ ~~ b b ~ d E ~a ~ ~ g 5 r; ~ 7'J B P~~ FP E ~ ~ € &~~~ ~~~E s DD b ~~~~~ ~ ~^~~~~ 4 ~~K ~ b€V~~~ g ~ ~ ~ ~~~€ ~ ~~ ~~~ ~~~a ~ N6 ~ ~~~ ~~ ~ R~~ ~~~ ~~~ ~ ~ ~~~ ~~ x E ~~ 4 u o ~ o gg ~ ~~E '~ gg. ~4P k$~a $ ~ ~~ ~ ~¢ g~ L ~~[~E~ ~g ~ pp~y ~§ ~ = FF n Q ~ ~ A g NEVISIONS ~? TRADEWINDS SUBDIVISION N0.1 N o ~ a #' ~~~~ 2 MERIDIAN, ID S ~~ 'o c ~6$~, ~ LANDSCAPE PLANS ~~'~ ~ y E ~ N LANDSCAPE AND IRRIGATION NOTES AND DE7All5 Qp~ 3 ~C I!~~ ~ e~ QZ _4 b T {li O O O i~ g g 50 ' 1m 125' 25' w ~ ~; $li I I~ 1 I N I C'l b N y~ N b IN m ~ l H N m .~7 p o =I V b N U p i + L. 1~ WI f1 C I m ^'I m ° 59.72' 60.00'- 1 Im `• 1 pm A m G ip N N m ~ ~' N I ~ 4 O ~ o ~ 0 oB 40.5 60.00• LOCUST GROVE ROAD N00'14'19'E 741.79' m ~ 3 ° G C N `-' ~ ~ - m m " ~ g r d iS i5 SS f5 ~ Y m o E ~ ~ y $ `~ n c .p R g R p N u ~ g ~'m S ~~pQ 9 4 y H o q ~ ~ ~ r~.i ~ ~ ~ ~ a} 1 yry •y f i n1 ,Yi ~ V N A 16 N to N i§ u V N ~ ~ G~ = n~ '4 A G N 4 G W I l GO ± f I f+ ~ ~ '4 v g~ ~ ~ T ~ $1 ~ ~w 60.00' ~ ~ ~ N V 4Ai_ O~~ u g ~ w to ul_' A in ~~~ w G~"' N 60.00' 60.00' [9).00' 80.00' 80.00' a~ ~~~I ~ I~ 1 N00'1419'E 477.11' v~q I~? _ N00'74'19'E 575.58' _ _ _ ~ ~ W `q W S00'14'19'W 471.11' COMO AVENUE ~ u N . ~~ ..16' 55.00' N 56.00' y 56.00' 58.00' 49.84' +Cf c ~ I~ ~ ~ (~ m m m m tD Q# C~ ~ 1~ Of N l O N E v+ ~ ~• N ~• ~ ~ ~Itn j V N~ N A v# A W J u N V~ ~.,~ A O e~ rt ~ N ci ° '.' N N ~~ dim I Nf '..1a' m m ~ 25' ~ 25' _ - . ~~3 I E° I a ~~~ I ~ I I ml ~I ~ ~ o 2 K g I vs W I za ~ -~ ~~ I~ ~ Q ~= m ~ Ir~ CS N° ln~~ I;~ 0 ~ ~~ ~ ~~ v ~: "'m~ n o r~ , ~~~ oZ I ~ N p mZ N ~ I ~ I 3 N T T z W ~,, o w ~v a ~ !'E 167. ~ 2' 46.00' < ? n ~ x ~ •• o 48.00' OTm 0 a F Z ~{,','~~ ~~a i ~ A C y ~~ii i,~i~ rN~B c ~ s p ?~+ ~ ~a~l gj ~ (~ go m~ m I $ ~` I I ~ ~ ~'c °a o d ~ w~' 1 Cy N w I~ C, ~ N w 59.30' 64.00' a ~ ~ IN b o o Ili O A ~ N 4 V V i • m 1~} 85.03_ 64.00' 500'15' _ 84.00' 45 W 259.19' g ~ ~~ _58.00_ 89.55' j 500' ~ 135.04' soa16'o2•w s3z.ss' • ~ P Gg~ N ~~~ o m~ '°~~ Fs. lAt =o'a^7 s J yf s ~ fn o m ~ `~ .a m~ ~ m~ ZO !~~l ~yG ~ ~ p z T p O O n ao O I I i I ~ I ~ 4 ~ o I I I I ~ ~ o b $ 0 ~ ~ c 8 8 \ \ S o; v m y ~ Z g m C n c$ , y i ~ ~ K' ~~ ~ ~ ~x ~x v± o c ; GA ~ G n '~" ~ i m m Z ~ z c ~ C y~~~~ SISK~ F ~~ ~ i0 Z ~ ~ ~ lZn Ti ~ ~f \ \ C > Uj m F L 9 ~ ~ ~ o ny ~ 9 SN io ~~ s ~ ~~ ~~ ~R ~~ ~~ m= $~ i ~~ ~~ ~~ 0 40 0~ y~ zs ~ ~~ 4 ~~ ~ {~ ~~ ~~ o y~ ~ ~ ~~ i~ ~ ~ >' m m z ~~ HN ~Z F~ ~~`yy~'A~m ~ 4~~~R~>~~~i'i~~>f4n'4~'R~~~~Fa~ ~` €~~~ r ;~ ~ ~~~~~m ~ ~~~~ ~~~~~~ ~~~ ~~°~~~ ~~ ~~ ~ m Nms ~~~ ~~ ~ ~ g" ~ ~~4 ~ ~ . ;~ ~. 55~~ y y~ ~ ~ > 3 ~ tS u ~ma ~~~~~m ~o ~~ ~~ ~~>~~ ~ s~~ ~ ~ ~~ > g~ _~ ~~ ~~ ~~ ~~~a~ a mom ~ ~~. N ~~~ ~s~° $ Q~ ~~ a~ a~ gu ~ ~ o ~ ~ ~ ~" m o ~ ~ N ~> zv p o_ N m= N 09~ W ~s~ ~ o ? A C T ~O ~~ m f Z z O A 2 ~ 's ~ D °> ~ (/~ no m C N I~ ~~ g 0 P W 2+d i ~ N p -D ~- ro ~ Z m m~ ~ o i ~ r0 O r! °~y ~ ° = r m ~ 9Np ° a o f') A yo ~. z ° 4 $ '~ ~ ~~~W ~~g~ e~ ~ ~~ ~ ' ~ ~ ~~~m>- n g ~~ '° ~g ' v mm v ~m v ~~ ~~ ~ ~-m r ~ o ~~ o ~~ o i'~A~o~ S ~ 059 S ~ ~ Q~ ~ ~$ oQC~oo N ~ ~~,"d ~ $ 3 m ~~ & V o~~~~ ~ ~~ ~ z ~~ z ~ ~ a~~~~~ ~ ~~ a ~ ~ !~ ~9o?ng ~ r~ ~~ ~ i ~` x pp i y y y~2".~~ ~v ~ C pg~ Q ~IN m > <b D ~~ 1 ~ +~ P j~ 9990 O ~ PRRFEf ~<~~~ ~' 8 "dux Yd S2~ 'Sf2 K 2 ~a15 N 4nN ~ x~~~~ ~b ~ ~~~ ~~ ``~`~ ~ a m w ~ ~ : ~'~~ 4~ ~ g~~ g ~ ~~ gr~z b 7 ~~ ~ ~` ~~s o ~= 3 ~ i 0 Z ~, Z ; -~ o ~ ~p ~~ D ~~ v m~ 0 ~~ . ~s Z 0o v 3~cs ~~f v -~ zy C O ~ N ~ °_ _ o O rm 3F Z A o A OT >~ D v N no m CN N O D 2 gg m ~ ~ ^ _ ~ C y H n o~ m i~Tz C~m ~ _ x r~~{ ~ Q y x 7 ~ ~ a W ~ ~ ~ xb ~mc T ~ O Y~~ S 4 ~< ~ ~ ~ ~' ~ ~g~~ S ~ ~~ n g ~ ~ o o ~gg~ o ~ ~~~'~ ~~ ~' ~ ~ s q o 44" c ~~ ~ Z ~ ~ ~ n ~~~~ ~ ~g~g 0 ~'m ~ $ OA F~ a p N8~~ O C7 p ~ ~ ~ ~ ~9 ~ amm p 8 ~ ~ ~ ~~ ~ gm~~ ~~~ ~° ~ ~ o ~ g "~'~ ~~~ € L ~ ~ BR~~ ~ ~g~~ ~ ~ ~~ ~ mss ~~~~ ~ ~ ~ k ~ ~~Q~ v'E~~ W ~ ~~~~ ~ ~ ~~ ~ ~ ~o ~~~ g Et~o> ~~ ~ ~ 7 R E, IDI h '1~T~ Meridian City Hall, Suite 102 11JjL'~iV 33 E. Broadway Avenue ~ A Meridian, Idaho 83642 Community Development 208.887.2211 Department Parcel Verification Date: 3/21/13 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Tradewinds Subdivision Parcel #s: S1129223505 S1129223530 Zip Code: 83642 Owner: SDN, LLC 607 W. Sherington Dr. Eagle, ID 83616 Address Verification Rev: 04/23/12 Hearing Date: May 7, 2013 File No.: FP-13-012 Project Name: Tradewinds Subdivision No. 1 Request: Request for final plat consisting of 17 building lots and 2 common other lots on 10.42 acres of land zoned R-8, by Don Newell, SDN, LLC. Location: The site is located on the southeast corner of E. Victory Road and S. Locust Grove Road, in the NW '/4 of Section 29, Township 3N., Range 1 E. FINAL 4/11 /2013 ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: TRADEWINDS SUB NO 01 AGENCY and AGENCY FILE NO: Meridian SECTION/ TOWNSHIP/ RANGE: 29 3N 1E DEVELOPER: KM ENGINEERING LLP ~i-~r,~wi n_d s The street name comments listed below are made by the members of 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 Final Plat phase levels due to design changes, time restraints and/or previous recorded plat street alignments. THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: ~' S. LOCUST GROVE RD ~ / ' E. VICTORY RD ~ ~' THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: ' E. COASTLINE ST ~~ `S. COMO AVE • ~ ' E. FATHOM ST• ~ THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE. A FINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY SURVEYOR AT TIME OF RECORDING. l ADA COUNTY ASSESSOR Representative ~~ DATE '-}-~ ~ - ~ ~ MERIDIAN Representative DATE ~r~l'' l3 FIRE Representative J1 ~~---~ QI~V`Q'`'~"' DATE l ~- / l~ ~~ n ADA COUNTY HIGHWAY DIS. Representative '~ DATE-47~~" ADA COUNTY SHERIFF Representative L ~= ~-~'l ~ ,~~ DATE ~ ~/-%~ -=-0 d T O ~ ~~ 2~ O vWi G Q ~ = og a ,e Z W O 2 ~ _ x~ LL ~ O ~. Z O ~ Z omi g m ~~ aN=N N ~m z ~~ 0 0~ W 6 ~ i x 4 u 3 O o ~ ~ ~F v`{ ~~ €4 < ~~ .t a ~~ ~~ R ~ `~ n ~n ~~ h~ t ~~ s~ ~ ~~~ ~~~ 2 n ~ ~ ~~ ~ ~ i ~ a. ~ ~~ ~ w ~~ ~~ ~~ ~ ~~ a ~ w ~ ~ ~ a ~~ ~ ~ ~ ~~ ~ ~ ~ ~ W ~b 4~ a a~ ~ ~ a ~ , ~ ~ 8 ~~~ ~~~~s; ~~ o~ ~~~ ~ ~ ~ ~~ ~ ~ ~~ ~ 8 ~ ~ ~ Q~ Z I ~ ~ ~~ ~ ~~ e a ~~g 3 ~ ~Y ~~ I ~ g y ~~ ~ ~ w~ n ~~~y ~~ I m '^~° n ~ '~ 8 ~~ ~ $~ + m ~, t I ~ n I ~ ~ ~ 1 ~~ I ~~ I ~ a a a x ~ ~ ~ a ~ a a Z g y4y a 4 .r. m ~ ^ b c b ~, w ~ - ~ ~ ~ - ~ SS ~ A ~ J R 71 $ ~ ~ ~ ~ ~ $ ~ g ii " Sl a St ~ R a bi ~ ~ ' L i R ~a R R ~i ~ ~! ~ ~ ~ R i ~ s 3 3 ~ u ;a 3 ~~ ~ ~~~~~~ ~~~~ ~%~g~~ ~~13~f9 O ~ A m .°, OWSY 3A0Y®ltti707 ~~ ~s~ ~- ~~~~ ~~~~ g a a~ G i w J Oza ~~ ~~~ ~r J O ~ ~ m ~ S O ~ °~r~ ^ s"~~°; M ~ ~ ~ b ~ 3 o ~ ' 10.09 .Zl'fiG Ia ~ ~ p ~3 ~ r ~ ~ ' n ~ n ~ n ~ ~ I o R g n G ~s ~ .~ .n W N ~ O ~ ~ +' I ~ I '~ fi .SZ ,SZ ~ g, os 8 ~ ~ g 0 n Y z