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Kennedy Commercial Center PP Application
.+ . #~# A. ~ r~ t! ~ - .~ ~~ ~ ~ ~ ;, TRANSMITTALS TD AGENCIES FGR CflI~~iVIENTS GN EVELaPI~IENT PROJECTS WITH THE CITY QF MERIDIAN :c#~r ~. .,., o insure that your comments and recommendations will be considered by ~~~ the l~leridian Plannin andZonin Commission lease submit our 9 g p Y comments and recommendations to Meridian City Hall :~ Attn: Will Berg, City Clerk, by: July 2fi, 2001 Transmittal Date: July 9, X007 File No.: PP 01.013 . Hearing Date: August 2, X001 Request: Public Hearing -Preliminary Plat approval for ~ ~ building ~_ lots & 2 common lots on 2fi.35 acres in an I-L zone for Kenned Y Commercial Center By: DBSI Meridian IS4, LLC Location of Property or Project: 1250 Vlr. Gverland Road Steve Siddaway ono FP} David Moe ono FP} Wendy Newton-Huckabay ~rVo FP} Michael Rohm ~No FP} Tom O'Brien (No FP} Tammy de Weerd, Mayor Charlie Rountree, CIC Joe Barton, CIC Keith Bird, CIC David Zaremba CIC Water Department Sewer Department ..____ Sanitary ServlCeS~No VAR, vac, FPS Building Department 1 Rich Greene Fire Department Police Department City Attorney City Engineer City Planner ~~ Parks Department Economic Dev. SCUP only} Meridian School District ~No FP) _.._.. Meridian Past Cffice~FPIPP only} Ada County Highway District Ada County Development Services Central District Health Nampa ~lleridian Irrig. District Settlers Irrig. District ldaho Power Co. (FP,PP,cuP) Qwest ~FPIPP only} Intermountain GaS ~FPIPPanIy) Bureau of Reclamation (FPIPP only) Idaho Transportation Dept. ~No FPS Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Camm. ,~ South of RR I SW Meridian: NW Pipeline New York Irrigation District Boise-Kung Irrigation District Your Concise Remarks: -- Y J~ F~V i~~a a ~ ~ ~ ~~„~~` i ~. ~~;~ ~~1~~ .,. ~_~ v (~ r~ ~~' ~. I 1 '.. : ~ • ~ 1 ~ r ~ `' ~~. P~annYng Department Iii ~ . -~~N & COUNCIL REVIEVL~ APPLICATION Type of Review Requested check all that apply) ^ Annexation and Zoning ~,~ w,v~- SST USES Y:^ ^ ^ ~' ^ Comprehensive Plan Map Amendment • ~ ~~,}! ^ ~*, ^ I ^ Comprehensive Plan Text Amendment ~ r~s ~+ , , t t ^ Conditional Use Permit ' ~, ~ ~ ~ ~ - ~ ^ ConditionaI Use Permit Modif cation ~." ~ ~ ~ ~ *~ q _,., . ^ Final Plat c e: ~ - - ~~ _ ~ _ ~• .: . ~, ^ Final Plat Modification •fi ' ~ , ~ ~~ ' ~ ti 9 "1 ~ . ~' _~ Y _ f ^ Planned Unit Development -_ - ~ ' ' ~ ~ lPreliminary Plat 1 - _ ~ ~ Rezone ~ to le ,_ ;: ' ^ Time Extension Commission or Council) ~~~ ~ ~ ^ GTDC Text Amendment ~~ ' ' ~ ^ Vacation Council} ~;;~~~ ate: ~ Commissi - o it ^ Variance ' ®~on * ' ~ ' ~' ~*~ ^ Other Applicant Information A licant name: n ~~1.~, ~ ~"~ ~-~ ~~~ ~ 7.~"'~g~ pp ~~ ~ ._._._ Phone, ~~ t A licant address: ~ ~ W. d~ ~` ~t~-~T! ~~ ~t5~( ~ Zi ; ~~' 7 ~~ PP - - P Applicant's interest in property: Lt+ "Own ^ Rent ^ Optioned ^ Other r Owner name: A~w'~ ~ C Phone: Owner address:.. ~-d~t~..t.. ._,___, w ,.,_ _ Zip: _ A Cam. ~ ~ t- Agentname ~e.g., architect, engineer, developer, representative}: u~r ~ Firm name: ~ ~JS ~ Phone: ~ ' ~~q " ~-~~~ Address: ~ ~ ~~~ ~ ~ ~-K ~~ r ~. ~ ~ iSC r ~Zi : 3~ ~ P Primary contact is: ~ppl • ant ^ Owner ^ Agent ^ Other ~la~ ~~' Contact name, Phone ~ ~ ~ ~ Z ~~~ Email: Q. C~ Ca 1r~'r4~ Ht' CZ ~~~'~ . HG 2~ ~-- pZZ~s Fax. Subject Property Information Location/streetaddress. ~ __ Assessor's parcel numbers}: 5 ~ x ~ ~3 ~ ~7 DC~ Townshi ,ran e, section: ~ 3 ~ • p g Current land use: ~a~~ Total acreage: 2 ~.3~f8 x~..~, Current zoning district: Z-L a E. ateawer Lane, cite 202 • eri ian, Idaho 3442 hone: () -5533 acsi ie: 2) - e site; wureriir7cit~>.ar 1 4~ ~~A .i cri do ro~csu i ' io e; antral desert ti®n of pro se ro t/ oast: --- rv~ rvrt d'c. "mil t v' ~kt~ ~ vrsi~--+ ~iYlit~a+ bW~'~t~l~~ ~OT1 ~ ~ t i ' l ra 'ca ) r of si anti i c o at ~r lots: ro se nu ~ of ei ' i (for '-f it ~F ' c o a o s s .. ro size s, ; bar o build` lots; I`~ u#s only: ry~ :~ or ore v s: o se oil ' ci e era i s.`. F3~otrs w..:6r.I ~~ ~r CONSULTING ENGINEERS, SURVEYORS AND PLANNERS 9777 CHIDEN BOUL ARD BOISE, IDAHO 8374-2 8 208-323-2288 • F 208-323-2399 City of Meridian Planning and Development Services 6~0 E. Watertower Ln., Suite 202 Meridian, ID 83 642 June 13, 2007 RE: Kennedy Commercial Center Preliminary Plat Application Narrative Attached is a Preliminary Plat Application checklist and required information per the City of Meridian application and checklist for preliminary plat approval. Additionally, we have attached information and documentation as required by the respective checklists. Apre-application meeting was held with Meridian staff on March 12, 2007 and the required neighborhood meeting was held on June 5, 2007. The proposed subdivision covers approximately 26.35 acres. The site is bordered on the south by West Overland Road, and the existing Western Electronics building, and on the north by Interstate 84. West Overland road will provide access to the site via ashared- driveway tothis property and the existing Western Electronics building. The proposed use for the site is I-L light Industrial. Proposed uses will be within the permitted uses of the I-L District and the previous Conditional Use Permit on the property. As discussed with staff, the intent of this subdivision is to divide the property into large lots for individual sale. The ultimate design and construction of the future buildings, and associated parking, will be submitted for future review by the City, as appropriate. We have made every effort to address the requirements of the Meridian Subdivision Ordinance for the design of this prof ect and this application. We will address any comments, questions, or requests relating to this application promptly. incerel Toot - rto n leering Co. 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I ~~7 Hearing Date: August 2, 2007 File No.: PP-07-013 Proj ect Name: Kennedy Commercial Center Request: Request for a Preliminary Plat approval for 11 building lots & 2 common lots on 26.35 acres in an 1-L zone, by DBSI Meridian rS4 LLC. 5 Location: 1250 W, overland Road, in the SW ~ of Section 13, T.3N., R.1 W. ~~ ~, ~ ~F ~4 ~~ f~ Project No: 07041 Date: June 11, 2007 Page: l of 2 EXHIBIT "A" Land Description -Proposed Kennedy Commercial Center Subdivision A parcel of land located in the SE 114 of the SW 114 of Section 13, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: CGMMENCING at a found SIS" rebar marking the South 114 of said Section 13, from which a found 112" rebar marking the corner common to Sections 13,14, 23 and 24 bears N.89°07'29"W., 2655.62 feet; thence, along the southerly line of said Section 13, A.} N.89°07'53"W.;1327.94 feet to the southwest corner of said SE 114 of the SW 114 of Section 13; thence; leaving said southerly line along the westerly line of said SE 114 of the .: SW 114 of Section 13, B.} N.00°31'59"E., 48.00 feet to a faund SIS" rebar on the northerly right-of way line of Nest Overland Road, marking the POINT OF BEGINNING; thence continuing, 1.} N.00°31'59"E.,1075.89feet to a found 518" rebar on the southerly right-of way line of Interstate Highway I-84; thence, along said southerly right-of way line; 2.} 5.89°34'29"E.,1327.43 feet to a found 518" rebar on the easterly boundary of said SE 114 of the SW 114 of Section 13; thence, Leaving said southerly right-of way line along said easterly boundary of the said SE 114 of the SW 114 of Section 13, 3.} 5.00°30'30"W., 585.98 feet to a found 518" rebar; thence, leaving said easterly boundary, 4.} N.89°40'57"W., 578.54 feet to a faund 518" rebar; thence, 5.} 5.00°25'32"W., 494.62 feet to a found 51$" rebar on said northerly right-of way line of West Overland Road; thence, along said northerly right-of way Line, 6.} N.89~07'53 "W., 750.09 feet to the PAINT 4F BEGINNING. CQNTAINING 26.3 5 acres, more or less. Project No: 07041 Date: June 11, 207 Page: 2 of 2 SUBJECT T4: All Covenants, Rights, Rights-of 'day, Easements of Record and any Encumbrances. :~ r :1470411 FILES ~ t td C Subdiv° ° n.doc k; ~• ;i a ,~ f - ~~ ~' ~' i ~1 ~OOUNTY RECORDER J. DAl11D M~RRO ~~IMOUHT 9.00 3 EOISE IRA#10 02/22107 01:23 PN DEPUTY Nan Hwy II I I I II II ~IlI I! I I III I IIIII I II I I I II III RECORDED-REQUEST OF Tranq~a~,~n Titf~ 107025758 Prepared by dnd after Recordigg return to: ~ DBS1 MER1D[Aly l84 LLC Attn: LcgallAcquisitions 1242G W. Explot~r Drive Suitc 1(~J Boise, ldaha $3713 '~ E~fo Ca ~ ~9a- tiJ WARRANTY DEED For the consideration of the sum of Ten and 4011 QO Dollars ~i~ 10.00} and other valuable consideration, MERIDIAN FREEWAY ASSOCIATES, L.P., an Idaho limited partnership, who acquired title as Meridian Freeway Associates, an Idaho limited partnership ~"Grantor"}, does hereby grant, sell and convey unto DBSI MERIDIAN I84 LLC, an Idaho limited liability company ~"Grantee"}, whose address is 1242b W. Explorer Drive, Suite 11710, Boise, Idaho 83713, and its successors and ass~„gns forever, the following described real property located in Ada County, Idaho, as described in Exhibit "A" attached hereto and incorporated by this reference the "Property"}. TOGETHER WITH all and singular the tenements, hereditaments, easements, rights and appurtenances thereunto belonging or in any way apptrtainin~, the aversion and reversions, remainder and remainders, rents, issues, and profits thereof; and all estate, right, and interest in and to the Property, as well in law as inequity. ,t, SUBJECT to existing taxes, assessrr~nts, liens, encumbrances, covenants, conditions, restrictions, riEhts of way, easements, and other matters of record or oth~rwis~ appearing on the land ~"Permitted Exceptions"}. Grantor hereby, for itself and its successors and assigns, covenants and agrees with Grantee that Grantor is lawfully seized in fee simple of the Property herein conveyed; that it has good right to sell and convey the same in the manner set forth herein and the Property is free and clear of all liens, claims and encumbrances by and through and under the Grantor, except for the Permitted Exceptions; that Grantor, its successors and assigns shall warrant and defend the same unto Grantee forever against the lawful claims and demands of all persons claiming by, throu h or under Grantor, but against none other. IN WITNESS WHEREOF, the Grantor has caused these presents to be executed this ~~day of February, 2007. MERIDIAN FREEWAY ASSOCIATES, L.P., an Idaho limited partnership ~~ By: DBSI Inc., an Idaho corporation Its: General Partner By: ~~ .Name: _ auglas L. Swenson lts: President W~rra~nty Deed -1 ~~ ~~ STATE OF IDAHO ) } ss. County of Ada } Gn this day of February, 2007, before me, a Notary Public in and for said State, personally appeared Douglas L. Swenson, known ar identified to me to be the President of DBSI Inc., an Idaho corporation, known or identified to me to b,e the General Partner of Meridian Freeway A-~soci~tes, L.P., an Idaho linuted partnership, the corporation which subscribed said limited partnership's name to the foregoing instrument, and acknowledged to m~ that such authorized representative executed the same in ~~~ said limited partnership's name. IN WITNESS WHEREGF, I have hereunto set my hand and affixed my official seal the day and year first above written. ,, ~,~oN sy •. ,,,. ~, ,,,....,, r~, •,, ~~ T A R ~, ~; NOTARY PUBLIC FQR IDAHG ~ • • ••~ Residing at .~ P ~ B LAG ; My commission expires: ~ ''~,~++~ d F 1~~~~~~• I+Illllil~~ ~~ ~ r VVdrr~nty Deed - 2 i~ 5 EXHIBIT "A" ~Leg~l Description) A parcel of land being a portion of the SE 114 of the SUFI 114 of Section 13, T.3N., R.1W., B.~VI., Ada County, Idaho and more particularly described as follows: Commencing at an iron pin marking the South 114 comer of said Section 13; thence along the South boundary of said Section 13, which is also the centerline of Vl~est Overland Road North 89°2fi'27" West 1327.84 feet to an iron pin marking the Southwest corner of said SE 1l4 of the SW 1~4 of Section 13; thence leaving said South boundary along ~, the West boundary of said SE 114 of the SW 114 of Section 13 North DO°13'19" East, formerly North Oa°06'51" East, 48.00 feet to an iron pin on the North right-off way line of said West 4verfand Rvad, said point being the PDINT DF BEGlNNtNG; thence continuing North DD°13'19" East 1475.98 feet to an iron pin on the South right-of way line of ~~ Interstate Highwr-ay I-84; thence along said South right-of-v~ay line South 89°52'52" East 1327.40 feet, formerly South 89°53'39" East 1325.21 feet to an iron pin on the East boundary of said 5E 1l4 of the SVII 1!4 of Section 13; thence leaving said South nght-of way line along said East beundary of the SE 114 of the SW 1l4 of Section 13 South DO°12'01" West, formerly South 00°04'00" West, 585.98 feet to an iron pin; thence leaving said East boundary South g0°DO'00"West 518.50 feet to an iron pin; thence South OD°Q~'51"West 494.56 feet to an iron pin on said North rightwof-way line of West Overland Road; thence along said North right-of way line North 89°26'27" 9Vest 75D.07 feet to the PDINT OF~EGINNING, VVrrr,nty Deed - 3 ~ ~ '~` ,- ~ ~ ~~ ,, ~~~ ~~ - T ~ 83183 x: ~ ; r; _ ;~ _ ~- ~~ ~~~ y ~. I+I ^ +il ~~ ~~ ~~ ~ ~ s .~ id i~ ~~~~c~.~s a~ ~~~ ~ ~~ ~ ~ ~ Z t ~~ r~ ~i1"18~1'~IOi~~f~~~~G"`~~ev'1~ J~Lf~~ ~~il 1 U ~~tii~l~~~ ~ ~~~~E 0~' f ~ ~ ~ ~. "th~ne~r~e of ~ IEr~d ~~blii ~: ~ ` .1 'J 1"""~ ~ ~. ~~Si ~e~id~ri ~$~ I,.L~ ~~~ r~ F ~ w ~~ :+~~ 2. T#~~a~a~ edd~e~s o~~ ~n~ai ~~gEstered ~ ss; t+5 15~a S.1"~ch i.~r~v, N~e~dian, ~D 836~4~ ~~ ~~;: .~ erg th~r3~r~e of th~,ir~iti~l re~~tered nxat ~~ v~~dd~s~: ~~ ~, ~ rt, pC~~~~ ~. SV~S~ ~ 1 tt~ 3, Yhs n~ilir~ address fa~fuco~esp~o~c~ru~s ~s: ~~ ~ 55~ S, "Ta~h 1,e~e, i~e~di~n, I~ 8,~ {:r. d, 111iar~~err~~# of Ilml#ed ua~i~ c~npran~ viii k vested in: . ' 33 Me~~a ~ ~ ~ ~~ ~~~ ~ ~ ~~ 1 .S. 1 5. if mana~era~nt is ~ bye ves#ed i~c~~ ire ~anaga~s~y,~~t t~e~narne~e~ ~d addr~~~~ of at Mast ane ~ni~~,m~ri~r. ~f ~aR ~ ~ t is ~ b~.ve~sted ~ ~~ ' ~~, r ~,, m~ml~r~s~~ fiat the r~rrae~a~ e~r~d ~ddre~e{~y of ~~ ~ees~vr~e 1~ii~al ~e~r. ' ~ ~ r.' -~ ~ ,' . ., ~ ~ kd Irund ~,LC, ~ : ' l~e~idien i~' $~~4~ 1 -~_--- - -L_ , 1 ___ ' . ~ .~ w ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ . ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ J ~ i ~ ~ ~ ~ ~ ~ ~ ~~ ti ~ ~ ~ ~ r ~ ~~55 ~ 4~i ~ ~ ~ ~ t {~ ~ Ri 4~ ^ ~*~ ~ a . 6. ~i~nature ~~at teat on~xsan paneib~e far fon~n~~g ~e iim~~d iia~iElty ~pan~: ~~ .. ~. . , ~~ ,~~~ ~, ~; ~~ . ~' CSI ~~0~ ~~ ~po~t~ty Fts~~ L,~C~ .~ ~,~ . t~ w~.~F ,~ R~ E ~~~~ ~~~9d ~~ ~ "~ r~ ~k ~ ~ `.~ f ~ ~. Y~ ~BSi Lid gent ~C, ~ hl~n~ ~ ~~ ~ ~f ~ Name: u ~ s Sw ~~ ~~ ~/~~ ~ r ~ ~ ~ ~.. i r'E p~: ~~ C~ ~ !7 its ~~ rte; ~~ ,Y, ~ 1 ~ ~~I.~ ~ ~ 1~~ llC 1 ~ ~~~~ ;~ ~, ~S~ .i ~~ yy'y~+ }}.~J,~ ,, -+~~~ ,~:~ ~; f AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) Ti ~,y- ~ ~:.. F ~name~ - ~ address} , -Y city} estate} being first duly sworn upon, oath, depose and say: to submit the accompanying applications} pertaining to that property. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim ar 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. ~ hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said applications}. .~ . ~ . ~~ Dated this - day o ~ 24 - ~- -- ~ ~. ~'~ (Signature} .. SUBSCRrBED AND SWORN to before me the day and year first above written. ~~ ~-.. ~ _ .~ b0 . Watertower L e, Suite 202 • erii , I o $3 ane: (208} $84-5533 • Facsimile: X208} $$-b7$ • ebsite: w .meriiancity.or W ~~ ~~ ~~~~d~~~ pxe~a ~ ~~ C~~~n ~C~~l ~Q~~S ]]ate: ~ r ~ z-~ ~ 3L Gi t~.- Pro~ectlSubdivis~on Natne: ~~e~i d~'a n ~ ~~ S~b• ~~.pp~ICan~Canta.Ct: ~~~~r~ MoX-~v~, , ~[~.v~ urr~.n City Staff: ~hn~ ~ ~ tVtti ~' iaaca~ou: ~~Z.~ 3 ~. ~~55 ~ ~z I33~~~~~ Si ~ 1 ~3~ ~°~ S~ ~~, E~aisting ~o ' ~g ~~ . ~~ nm : ~- L Contiguous and ~ithzn AQ~ t,~ any}: ~r~ Proposed ~oniug: ~ ~ Number of Units andlor dots: ~'~roper~y Size: 2 , a~~ s ~D~ellin. T if resident~ai : ~~ . g ~~ ~ Su~'Ou~zdu~ Uses. ~ n ~oS~~ a ~ ~- 1 ~ ~ ~ rw L~.*s' Con~prebensi~re Phan Desi~ian~s}: Indus-~~a,~ Street Buffers aadlar Land Use Bu~ffe~s; ~- ~ ~ Y _ ~~ ~ ~~ - z at~ ~an~ (}pen SpacelAmez~esl,Patb~ays: ~ .~~ Sheet S em~IStub~~ree~~// ~~~pQ{~~ tsfA.CCeSS. ~~ e I ~~/ r Sewed and dater Service: ~~ ~ c ~ ~ sic ~~ Topo~rapbyl.~yc~aogylFioadpiaua rs ~ ~, ~ ~'' Canai.s~D~tcb~g~,an andlor ~aza~rds: ~e.n ~.~,-}~-~„~ a.. Addi~onal Me ' ~E ~~ ,~ etu Notes. S~ { . ter`` [ w ~ ~ ~! -v~ - {a.~ ~~ ! of a ~ ~F~'rnm ~ aV1~~.t Ir./er~i,vr~~ ~l "~~lr_ rr ~ ~_. ,._.. r~~~~ __ v: ~~~; ., ri ~~ ,~, .-~ ~,csr~ iy a 1 f ou~ec~~;~ ~~ P~ ~r~~ f~~iC ~,C,r,Ar.,.,.N;.h - ~_ .,. e.~L ~ ___i _ 1 ~ _ _~._:'L _ ~' ~ ~ ~ 1 , _ ~: ~ ,. ~ - r~ at~ex Agccze~ep~ens to Contact ~circ~e • ~ ~ Ada County highway' D1str~ct Nampa and M 'dean Irr~ atxon Idaho T g ranspor~a~ou nepartment Setde~rs ~rrigatio~ ~' San~tat~r Services Corporation Fire Deg ent r • h'~ Cents ~tct ~"ea~th ~ Police ~e a~aaent -- P Appucatxans ~ ~ ~.~ ~~ c~rc~e ~ fat a ( PP~'3• Accessory Use z Deign ~e~ew~ I' rAi~ernatxve Compliance ~+ ~ina~ PXat Mod cation ~~ ~~ An~exat~on ~, Misc. ~ ' (DA Mod~xcat~on~ Cert~~.te ~f Co ' , Planned Unit De~reio pment ~ Cq~p P1~an M~ en ~~- ~~. at _ any an Ted en S ,~~ ~n ~r a ~. . nt +~, P e Street f ,.tea; ~ lion On ~Se ,~ eft P.ezane ~ C~:G~ ti ~'` t~ F!. Adtxanai Pre~Applicatn,Conference circle one : ' t~ ( } ~equrred Pais yep .,art~aent ~blic'Works De arf~,ent p Bind ~g Depa~ment Other: ~~ ~~ ~r~ T Sbax~~Piat Time Bxte~ion UDC Test A~nendnzent Vacation ~{ ~Vaxiance ~, hex: #~ .~ at ~tequxx ~Ir ~~± Anticipated Subm~ssxon Date: ~P n E ~ ~ r ~° ~ Antici ated Hearin m; ~ c,ru .-..~ .~...~...,.. p g Date, NG~'~: ~~ Appiicatits are regr~ired to bold a neigl~borlxood meeting, in acco~rdanre with UDC ~t-SA~5C riar t sab~auiit~l of an appticatian regwEring a pn'~lic gearing, z} Except for UDC Teat Amendments ~ P o T Am~e~dment~and ~acatiQn ~ lication~ all o ~` • . ~ Compre~ns~ve plan pp der appl~cahone requ~r~ag a pubttc be.#r~ng sh~l be posted in accoxc~nce ~tb UDC 1~~,-5 D. 3~'~~e iw~orra~t3iom provided d~x~ this mee ` ' ~s based on current Cx Code ~ Cam r. ehonsive Plan. An su ~ tY nd p; p bseque~at changes to City Code andlo~• the Camprcltensive plan may affect yoar suboauittal andlor application, Tl~ pre-applic~tioo ameeting fall be valid for b zoanths. ~, ~;1 T Fr~si ~ t f ~:~ #~ ~~+ r. . ~~ yi - .~ Pre-Application Neighborhood Meeting Notice May 23, 2007 Dear Property Owner, The City of Meridian City Code requires that an opportunity for a meeting between the applicant of a development proposal and the adjacent property owners in the area in which the development site is located be provided in association to the application being submitted to the City. This letter is such notice of an opportunity to review and discuss a pending application for a Modif cation to the existing Conditional Use Permit, and a Preliminary Plat on a 26.2 acre parcels} which is currently zoned as I-L Light Industrial} located at 1250 W. Qverland Road. Meridian, Idaho. The development is proposed to be thirteen lots ~l 1}building lots and ~2} common area lots. When: Date: Tuesday June 5th, 2007 Time: 6:00 PM Where: Western Electronics Bldg. Board room} Sign will be posted in lobby ~Address:1550 S. Tech Lane. Meridian, Idaho} See enclosed map} ~f you have any questions about the meeting andlor development project, please contact: Alan Durrant D.B.S.I. 12426 W. Explorer Dr. Suite 100 53713 X205} 459-2599 ~: s~71 .A ei oroo once o7o1.oc Neighborhood Meeting Sign-In Sheet For Tuesday, June 5th, 2007 Meeting to Discuss the Proposed I-84 Subdivision - - - --- -- n -- - - - - -~ - , .1.~ ~- NAME ADDRESS ~~5~~~ ~i-~ ~ ~ ~5 W ~v~c~ ~d ~1~ ~d+a~ p ~ .~ ~ ~ C ~~ l ~~ ~' `~ - - _ ~-a - - _ - ~ - .~ _ -- ~ n- - .~_ ~ - - Y l w } ~'iimC =ti_i4'f -v ~~ ~~ ~ ~ • ~ _ _ Y I ti' .sue- _ _ r 7 ~ *r _ ~ - i : C I ~~~~z ~ ~~~~ ~ : - - - }~ - - 4 ~:. - r-- - . ~ .., F~ J ,._.___ _ __ _ ~t._.~ ~ . X07041,, ILA ei orood Notice 71.oc FILENAME Page Te Text 915 W JACKSNIPE DR 1772 S RIVERCHASE WAY F PO BOX 140273 PO BOX 140273 970 W BROADWAY 443 871 W JACKSNII'E DR 1101 JACKSNIPE D 1242b W EXPLORER D STE 100 ED S D &EDW S TYNA 1155 S PELICAN WAY ENCISO GLORIA W 893 W JACKSNIPE D EPPS EDW L JR EPPS HEI 1136 S MUSCOVY AVE GRIGSBY DONN C GRIGSBY S D J 3245 RO D HILL DR HENDRICS DAVID ASLANZADE STACY L I065 AL TE PL HINTZE JEFF D HINTZE Y E 1085 JACKSNIPE DR HUNEMILLER RUSSELL 3299 DAMS D JENKINS BE &. JENKINS B Y D 1447 JACKSNIPE D JONES DELBERT R JONES SYLVIA C 999 JACKSNIPE DR KING DEXTER G 1195 OVE AND UGER JASON D UGER LELONI J 931 W JACKSNIPE D LANDE LAU A PO B 140494 DING NO 11 OA P.O. BOX 1246 OLE F ILY SIDUAL TRUST OLE ALENE USTE 1 SOMMERVILLE PL CUM D CUM LESLIE 14364 WY 21 MATEW C IS & CALDERON NO 953 W JACKSNIPE D TT S INC PO BOX 111$ EID F EWAY ASSOCIATION 12426 W EXPLO R D STE 100 ER F EWAY ASSOCIATION 12426 E LO R DR STE 1D0 ME IAN F EWAY ASSOCIATION 12426 W EXPLO R DR STE 100 MO T VIEW EQUIPMENT CO PO BOX 690 MOUNT VIEW EQUIPMENT CO PO BOX b90 O T VIEW EQUIl'ENT CO PO BOX 690 NELSON STACY NELSON SHAUNA 975 W JACKSNIPE DR OYLR C G A 1069 JACKSNIPE DR PFOST THO S L PFOST JO Q 1205 OVE AND RICE THO S J RICE S NT L 962 S BROOK OUT WAY SANDOVAL WALTER Z- SAN VAL YA 1154 S MUSCOVY AVE VENGA VENTU S LLC PO BOX 2834 VENGA VENTU S NO 2 LLC PO BOX 2830 ILBUN STEVEN 847 JACKSNIPE DR 4 , 83642-0000 L , 3616-0 II OI 3714-0000 IS , 3714-0000 SAC S 3001-9475 E 3642-0000 , 3642- 00 IS , 3713-0000 36 2-0 00 3642- E 36 2-0000 C 4542-2141 3709-0000 I N, 83642-0000 E N, 362-00 N, 3642- 000 E 362-00 , 3642-6513 3642-0000 ISE, 3714-0 0 3680-1246 C , C 92694- 000 ISE, 3716-0000 ~ E , 3642- 0 0 , 36 0-00 0 ISE, I 3713-0000 IS , I 3713-0000 ISE, 3713-0000 36 0-0690 , 0-0690 , 0-0690 , 3642-0 0 , 3642-0000 , 3642-6513 , 3642-0400 C~MMITMEN'T ~~' ~R~~ERTY p~STIN~ per Unit `ed Dev~lopnent Cody UDC} 11-5A~5D, the applicant far all applications requiring ,a ti public hearing except fox a UDC text amendment, a Comprehensive Plan text amendment andlor vacations shall post the subject property nat less than ten ~l0) days prior to the hearing. The applicant shall past a copy of the public hearing notice of the applieatian(s3 on the property under consideration. The applicant shad submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City na later than seven (7) days prior to the public hearir~ attesting to where and when the sign(s~ were pasted. Unless such Certificate is received by the required date, the hearing will be continued. 'I'Fie sign(s) shallc~be removed no later than three (3) days after the'trtd of thlt public hearing for which the sign{s) had b~tn posted. ~~ ~- YY' ~ am aware ofthe above requirements and will comply with the posting requirements as stated in UDC l l -SA-S . Applican gent signature 6- 7-a~ Date ~~ :~ Page 1 of 2 r David Couch dscouch adeb.nt ent: Thursday, June 47, 2447 7:51 A T: Young, Dan jct: : SU IVISI RESERVE UT-I-47441 June 7, 2007 Yo Toot -Orton Engineering Subdivision e Reservation: ~~ ERC7AL C TER SU 7ZS1 N e Aplic t, At your request, ~ 'll reserve then e " C E C~ C T S LION" for your project. I c honor `s reservation only as long s your project is in the approval process. Final approval c only t e place when the final plat is recorded. icerely, David J. Couch, L ~+~ Ada Co ty S eyor or rocs ure on reservi subdivision a to. F ;llw~ .a we , edev a !s e 1 una e. ~~' beck out t e list o s ivisio es at: tt~/lw .a awe.neevse /s na is . es.t l r ® , n , : ' I ® I ~ - - w Mr. Couch, Toothman-Orton Engineering Co. would like to request the reservation and use of the name "Kennedy Commercial Center Subdivision" for a proposed subdivision located in Township 3 North, Range 1 'Nest, Section 13. The property lies in the SEll4 of the SWll4 of Section 13. The applicant for the preliminary plat is Tim Mokwa. Please let me know if this is acceptable. Thanks. Dan Young, P.L.~`. Project Surveyor Toothman-Drton Engineering Company 9777 Chinden Blvd. 6-7-2007 Page 2 of 2 Boise, ID 83714-2008 323-2288 tele 323-2399 fax This message is confidential, engineer-client/work product protected, and is intended only for use by the intended recipient. ~4ny other use is expressly prohibited and any violation will result in prosecution to the fullest extent of the law. 1f you receive this message by mistake please destroy it immediately. Thank you. 6-7-2007 ~~~:, ~f ~C~ d ~~ ~. ~~ ~~~, .} x fl ~ :~ ~C ~` K ~ +Ai S{~ ~ ~ }' ~ k ilC F # t+ 111 iIL t {{~~ Y T Ww pp?? ML+ ~~i t. GEQTECHNICAL ENGINEERING REPORT ~~~ of ~~PropoSEd MuIt~~Lot CommErc~~l Subd~s~an ~~ IPSO 1JI1.OvEr~and Road ~` ~ MEridian, Idaho :~~ 4Ti kk}} .. ~ n ~~ ii .. j~l ~ ~~ ~~ ~S .. ,'K' {~.! ~~ i F ~ _ ~~ ~~ a r i= Prepared for: DB51 DiscovEry REaI EstatE SErvicEs 12426 West ExplorEr DrNe, SuitE l00 BoisE, Idaho 83713 :~ ~{ ~,x ~~ ~~x .~ ~.~ MTV F'ilE NumbEr EZ920g ~~ 2791 South Victory View Way • Base, iD 837Q • ~235~ 375-4745 • Fax ~205~ 322-6515 -Mail ti mti-id.com • w.tE-id.com Fi'A i~ 1VIr. Allen Durrant DBSI Discovery Reai Estate Services 1Z4~~ West E~cplorer Drive, Suite 100 Boise, Idaho 83713 ~ZOS} 955-9807 Gentlemen: In compliance with your instructions, we have conducted a soils exploration and foundation evaluation for the above referenced development. Fieldwork for this investigation was conducted on 4 December Z00~. Data ~~ have been analyzed to evaluate pertinent geotechnical conditions. Results of this investigation, together with our recommendations, are to be found in the following report. We have provided three copies for your review and distribution. Often questions arise concerning soil conditions because of design and construction details that occur on a project. MTI would be pleased to continue our role as geotechnical engineers during project implementation. Additionally, MTI would be pleased in providing materials testing and special inspection services during construction of this project. If you wi11 advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. MTI appreciates this opportunity to be of service to you and looks forward to working with you in the future. If you have questions, please call ~ZOB~ 37b-4748. ~ li~~ ~_ *~ Re: Geotechnicai Engineering Report Proposed IVlulti-Lot Commercial Subdivision 1250'W. Overland Road Meridian, Idaho ~~ Respectfully Submitted, Materials besting & Inspection, Inc. :~ r ~ ~ Jesse Barrus, E.I.T. Staff Engineer ~~ ~~ 14 ~~ ~~ ~~ ~4~ , ~~~ ~ ~' SCH~O~DE~ r~ ,.~ hoc ~ ~ 9fi~ . ~ ~ 4 ~/ ~r ~,~ Reviewed by: Kevin chroeder, P.G. Geotechn~al Services Manager dr~..rr ~~ ~ ~ ~~t S ,~ ~ ~ ~~ ':G {~ Reviewed b~: a i '0. Cram, .. Pre's.ider~~~l.Gener , a ger ~ ,~~ ~~~ Copyright ®~QQ6 Matelrials Testing & ]nspection, ]nc. ~~~ 2791 South Victory View Way • Boise,lD 83709 • X208} 376-4748 • Fax ~208~ 322-fi515 E~iNail mti @ mti-id.com • www.mti-id.cvm TABLE OF CONTENTS ~; r~ ~~ Proposed Multi-Lot Co ercial Subdivision...e.......r.,...r..r..e ...............r...e.....,r..+..ee.....................e..........e 1 1Z5~ e Overland Road .......................q.e..Y...e........,..,.........,..........,e.er...r,..Y.e,q......+......er..•.r.e.•.+...r...q...e,.,. l EXECUTIVE SUMMARY....+.+ ................r...........,.........,....e..e......e......e.e.e..rr......e..r..Y.......,r....r.....e.......r.....r....,......r 3 INTRODUCTION v.rv..e..re.ogre.req,r•.v.es........e..r.rs..er.ee.e..•e..e....rl rY....,.e.ter.e..ee.e.r.r.•ev.rv..evrrl.v.er lr..e. e...a. I. qe•9... a.vr.. v. s.. r.. a. Y "C Project escrlpt~on r.ee•e..se.e.•r.......e.r.ser.e.s.re...ee.ee.ee Yrev... e..erv,e.se..eer,..e.ss,..,r.s.esa+s+v•rerr.rs..e r.e... r...r...e. r...s..e.,... J Authorization vY•+...s..s.....s.r...es..r....e...r..•.rv...........s..s,sr.s..s.,.eer.e.e.e••e.+...e•,•re•ra..e.+...+e.e.erer.rer.ereerre.ser.e•.ereee .. s.. ~ j p '' YR Purpose e....,..,...e.rera+.......Y...r ........................e.............e....................e....r....Y...a....r.....e.....e............r..,...e........5 Scope of Investiatian .r...•.........r...........v ....................e.........,.....,..Y..,...+..+.•...,Ye....,..r.r....Y..Y..r,+.•...r.q.e,.+.r... ~ warranty and Limiting Conditions . ................Y....+..............Y,..,.tree...,.r,.e...•e..Yr..Y....er.a.er............r.....rr.e....6 DESCRIPTION of SITE .......•....evee•.e.re.r...•..e.s.Y.r Yrr.resort.r......rr.rerrY+...re•rr•..reY..e.r..e.+r.e.r.rrsv.evrr..... Y..e, •.Yr...,.•v.. r.re.. Y... Site 11VV1JC7c7e..•e•..r.ese....•ee.e.•.....•.e.ee...er.er®.rr...e.o•.e•.eer•..eq..e..•arses,ee.s.,setae.s......+Y.+..,eq.ea.e•q.+•.se.....e....•.•.er.ee...eae. I Regional Geolo ...rr. eYreere.s.e r....eer•reY. e..ere.YeY.ease.e.er..e.re..er.......Y9Y.......se.s,r.e9Y.9s•.IY.eO.eev..r.Y r9 vr0 ea OYre/..rr r..r rr gYeerO ! .7 Site Topography, Drainage, n Vegetation../ ..............ease+.av..+e.ee.+e..e....ever..r...e,.v..s.ee.+er.....ev.eae.r..a..r..,.erre Regional Site Climatology and eacheitry.....,e...e........r .....................r....................,ee.....,...............,....7 Ge®Seismic Setting .....er.....r.e.er....rreeerre..e.~..,.e.re.tee.e...ererre..e.r..r..r..r•....tee..s.....r,vev.e.e..rr+.v..eer.e......ev....e.r.e.e.. SOILS EXPLORATION..ee ....................sr.s..eer.e.s.ree.....ra.,....ree.•e.sere.see.s..ee+.e...ee...+r.er.rrrrreerrgr+.ve•eerreeee.r•er,.r..re...r.eerre Exploration and Sampling Procedures...e..e .......................epee,,..e.r......e.r......e................e,Y....r.r.,.....,,•...,...., e (1 Laboratory Testing Pro +.......,er.r...r...rrgrve.Y...r...e.eer....r....e.re....r.v.}~ee...•....Ye .........................r..e......e...rr.. LXJ Sail and Sediment Profile ve...e.e..se.re.a.rrrr.re..erYrre r.....,.er..+,a.s..........+..e..se.sereresr..rrgre.q.r.e...er.....e re e+....r....erre. rr. Soils Survey evrewf.ar.e•....r,.re9.r.r.Br..e9r..r..seer.e..r.se.•e..avl..e.r,Y.,.e.vr.Yegr...Yee.e..se.s•...B...e.B.YS..6..Brrre.s•.Y.q,ev.•se9/e.e Volatile Organic Scan.r..r...e.......e..9e..r.....r..e.rr.er.erre.e.er...er.r.se.,.eer...veYr.Y.r.....r...v..•a...v ..................•.er.e•r.r...... 1D SITE YDROLOGY...,.e..........e ...............r......e.......e.........e.......r.e...e.,+r.....,....geeegees.vs..e....s.e.rs..a.ee+rar.+rrr..re.e.r..Y..ere. 1D Ground TP star .....e...e ...............................e............e..e.....r....e....e.e.,......e..e......•.......r.gr...r......s..e..q.ea.se.. e.s.. r..e.. ~ D Soil Infiltration Rates.........r.....r...........e...,..,.e .............e...........Y..,..e..r..r.r.....e.re.er.rr........r.Y...r.q....Y......e....q..r 10 FoUNDATI®N, SLAB, AND PAVEMENT DISCUSSION AND COMMENDATIONS e.eev.e..e.e.,..,......r+++,..,......r..•.rrr•...r ~ 1 Foundation esi eco endatians ...q.....r.r.e..e.,..,.I,rrrl9.e.•e..ees..s........evYrse...ee..e...Y,ersereerae.e..e,+ee..e..eelee•s• d Floor Slab-on-Grade .......................e..q.,e.....r.......e....e..e....r.Y...e...ease.e..e.r.r.,rrr.ear..r..s.v....e.e.....e.....e...r..s..,..se. 12 e lZ Moisture Conditioning Procedure....r,re.Ye,.......r..r...r..e........e.......r ................e.......,..,..e..,..,..Y.e,....e....ee....Y.e.. Recommended Pavement Sections .e.eY..r ......................r......Y.YY...ere,...e,r..........r.........Y...,..r..,e.Y•r...e.......,..ee..13 13 Flexible Pavement Sections.......,..+.Y..r...,r.r .............ree..e.r..rr..seas...eese....r..e............s.,e..eeeee,eereerea•.•re.e.se..e...r A CO on Pavement Section Construction Issuese.e.se..a.s.....•v..ve....v.e...a..e..ere.....r....Yr.if.r..ge.q.9eq..e..e..,,...r..e.a ~ e CONSTRUCTION CONSIERATIONSr.......roe~reeeare.vee..re.r..r..rerrrrrev..r...•.......r~r~a+sY.r.ve...•..roar......r..r.e..e...+.e..e.se.ee.e•...e 1 Earthwork e,servere..e...eer.rrer.er...rrrrq...r....ve,rr.er,eve...r,Ye...r•....r...s.....r...ee..e...rv.Yrb.Y.v..a•..rte.rr..ar.....r.er6...er.•v..s.ve.9.. 1 Dry ^T e~LLt~Mre.trees..rqv..rr...•....re..../..sYrv..e.taree.....s.res...e••.r•..r....r•.vr..•r..rrrrY.o..rr..r•.....r..•..rv•.vrr..,..vv. e....... s.... e. v... 1~ wet weather soar...ee.e..r..a........s.....s..s..s..ese..r....e.aeeY+r..re.ee.ee.rr.re.tee.rerr.r.,..e...e.se.ee...,ee•e•,a.s..e..rrr...r.rr..•..re•rer.•. 1 b Soft Subgrade Soils..e...e.e.e.r,.r,...+ee.......• ...............er.,e......e........,..,........,..........r..+...,Y+......r............r.,....e.rrr.. l6 Frozen Subgrade Soils.....,e ....................e..•,...H.eHe..a.s.e..e.e....eraev.rv+f.e.e.r..tee.aue•v...e....e.•r.,.uu.ryse.,a9...s,e.q.e... r. rr.rr.rr.r.. r.•r..r.rir Be....tees.ee...9.r..e.IlrYr.e+eY.eseree..e...ve...rl..rr+9.rrr...I....e9....ee.Y.r Yl rrrY rrri.. v'r'r ...elr.e Pe r• Structural Fill...... 17 ackfll e........r.....e.,..,.....r..,...,....e....,...,...r.....r.....r....,..r ...............r.....r........roe..•..YY.eq...rY.......,...e.,...eY....e,e.... l7 LxcavatiolJls......•....a,.,e,..e..e,..e...r...•.rr,.r,..r....•..e........e..e.....e.,....r.,.•e.........e..eer...i.e...e.real.B.l...ru•.Y...B.•9..•le•..e9i 1/`~ Groundwater Control..tae.vY•r.B•qe/1....er.e.•e.re,q.I..rr.ev,.vvq.vYl.es..a..~+.eereerer.e..er.,e.v.ere.9....e...,..er....e.v.er+..lr.er.reer..rr.Y +V GENERAL CVMENTIJ,.e,YYe...rrY.rrr.r....errY\.rte.YVer.YeY.e..,re..•r.e.s.rr..re....q..Yl....s..s.e.rea..eve.vr......r.erl..eYSe.ae.eesee.seseere•r.e.. se 19 FERENCES+..e...•...sre•,'sr..rrverse,ereser.r•.errata.Y,e,s.qee..e„e.,.v..e...e...e.ere.r.r..setae.e.....Y.e.r+r.rv.......,r..•..r..r..v•vreveve.r,..e....e.,e WV Acronym List .e........ r. s.r...eege... s.....ere•.+,I.se....e..e.vgr.ee.e.e errs.......e.ls.e.1.r•le9e.er.r...1...r•.f.rrrr.rv.rv.. r.rrr...... r..9 e.rerr.rrr y^ f~ Geotechnical General Notes .e.e..e.e..s..errr.err.rree.eer.rge.,,..,,.Y+e....... .. r. r. r, r+. treats asses sr.er~e..Yeeee....eesr.sY.e. e.,.. r...... re. Lf+ eatechnicl Investigation Test Pit Log ..............see...er.re.ee,e...e.•..+Y.r..e......,.e...e.............e.e...•.....r...•+..,e....rr 23 AASTO Pavement Tlxickr~ess Design Procedures ...•.Ye..e.....e.,r..e,.....e....e...,...ee.e....,....r.....e...,•.r..,....,e.e..Y 31 Copyright 206 Materials Testing Ir~sp~ctinn, Inc. 2791 South Victory View y • i,l 83709 • ~08~ 376-4748 • Fax ~8} 3~1 ~ -Mali mti ti-i.co ti-ieco EXECUTIVE SUMMARY The following is brief su ry of si ificant eotec icl issues for the proposed development, presented with conclusions and reco enations. This su a must e read i conjunction with the entire accompanying report for proper irate rettion of the overall investigation. . , surface Con itis: roan water onris: Groundwater was encountered during the field investigation t e s r ing from ~ 1.3 to 13.8 feet gs, varying with topo ahy, and exclusively noted in the orte portion of the site. Soil moil res i the test pits were generally to slightly oist within surficil soils. ithi e poorly ailed sandy avels, soil oisture ailed from dry to sa rated as the water table was approached a enetrted. r~-, ,.` Capyri t Zoo6 at~als Testing Ins coon, Inc. 279 South Victory View ay ~ Boise, 183709 ®208} 376-4748 • Fax ~oj 32z-555 - ail ti ti-id,co ti-i.com MATERS TESTING ~S' l INSP~~CTION eceber ~4, 200 Page o 1lserverlbvise120D~ reports11800-1~91~6I924g1b~1~2~_geotech,doc Environmental Services ^ eotechnlcal Engineering Construction aterials Testing Special Inspections 1SL1~,1(1111~ I' Ut111L1dL1Ui1S 1Y111 r~L111111C11a E11L i,Ed1i1.1Cli CtJLCLiilllL~ili Gii 111GG1 Ui Gil 11iGGi 111 tGLliill~.lall rG111 L11G UGaI ill ;-i soil suite ill _ far eac structure t e i a construction, ~' it in or a s: Potential movements associated with seasonal oisture variation within oderte to highly expansive clay soils are anticipated to e on the order of 0 to 2 inches, eedi o location. Consideri this re arin ~i the sub ~ ade in accordance with e following reco endations will be required to prevent- movement of round-su orted slabs. ecom endations are s follows: ~~~ 1. ere o fills are present, stri vegetation and excavate the upper clay soils to sandy silt soils or 2 inches which ever is less. After excavation, if clays still re ain in the sub ade, oisture conditions the exposed clay, and replace with compacted s aural fill i accord ce with the trcturi Dili section o tis~reort. ulified soils technician is reco ended to ienti cl soils in the field. eve t: s' '~ ~i .~ ~~ :~ ~ ere fill is encountered, compaction of existing sub ade will e required i all areas underlain by fill material. Compaction may e achieved y removal o 12 inches o existing fill, compaction of exposed sub ade, subsequent replace ent and compaction of fill. All debris and organics st removed from fill prior to placement and compaction as fill. Copyrights 2Q06 Mai~tials Testing Inspection, Inc, 2791 South Victory View way • oise,lD 83709 • ~208~ 375-4748 • Fax X2087 322-6515 E-Mali mti mti-ld.co • w ti-id.co roc esc~ tz t rizt~ r ose ~:" ~'e u ose o this eotec ical Engineering Report is to date ine v ios soil profile components and their engineering characteristics for use either desi engineers or architects i. ~'~' Preparing or veri i suitability o foundation desi and placement • Pre axing site drama e desi s • Indicating issues pertaining to earthwork construction • Pre grin li ht and ea du aveent section desi r uirements p vY P q ~,,~ F Copyright 200 Mat isle Toting Inspectia , Incr X791 Victo View a wise, 137 ~ X20 ~ 7 -474 * Fax ~ } - ~ `ail ti ti-i ,c .mti-i.co c a vests aian The scope o this investigation included review{,of geologic liters r and existing available eotechnicl studies o a area, review o available evira etal rearts,'uvisual site reco aissance of e i ediate site, subsurface exploration of the site, field and laboratory testing o materials collected, and en ~neeri analysis and evaluation o foundation materials . arson a x iti Can roans warranties are implied or expressed. ~~ Copyri t ~ Z~~b Materials Testing Inslsction, Inc. 2791 South Victory View ay • ©ise,1 83709 • ~~ 376-4748 • Fax ~208~ 322-5515 - ail mti ti-i.co ti-irco DESCRIPTION OF SITE ti its cceSS Access tote site a e gained via Interstate to the eridian oad exit. Proceed south on eriin oad approximately 118 mile to its intersection with Overland oad. From this intersection, races west '/~ ile to Tech bane. The site occupies the northwest corner of this intersection, d extends partially in the northeast corner Presently the site exists undeveloped bare land. The location is depicted in site map plates included i the Appendix, :~ e i®l solo Site o r rains , a 'fie station e Tonal its li atol y Bache istr Copyright 2~~b Materials Testing Inspection, Inc. 279 South Victory View way • Boise, 183709 • ~2D8~ 375-4748 • Fax ~2oS~ 32-fi5~5 E-Mali mtl mti-id,com • w .mti-id.com SOILS EXPLORATION location a a l~ race ores Laboratory Testy r ra earl and e l ent rode Test pits were advanced to depths of 5.5 to ~ 3. feet below aund surface ~bs} across the site. Groundwater was present at depths o ~ ~ . to feet s i e no e portion of the site. Test pits were to mated when oundwter or free draining soils were encountered. The developed rale represents only a generalized case, and variations ee test pit locatians should e anticipated. Copyright z00b Materials Tcstin inspection, Inc, 279 auth Victalliw y • Boise, 17 • ~0~ 376-4148 • F ~2a~ 322-6~ - ail mti ti-i~co #i-i,com ~• ~ATERIAlS TESTING ~ ~NSPEC~IUN ~~ December l4, X006 Page o 1lserverlboise1~06 r~parts1I800-19991b1920gIb61920_otech.d®c Environmental Services eotechnical Engineering Constriction Materials Testing ^ Special Inspections Test pit walls were generally stable with the exception of those through the surficnal fi11 and ough saturated avels. xcvations t ough fill maternal anular sediments, particularly after penetrating the water ~~~ table, will have a propensity for sloughing or cvi Soils rv evie ,~ Review o e United States ertmet o A nculture SUS A~ Sail Conservation Service, Soil S ey of Ada County ea, Idaho, X 0, indicates that the site includes soils es: Elie a silt loam and urda silt la. Specific soils characteristics, as defined y the USDA, have been listed below for each of these soils: ii silt l :This soil ns moderately deep to hardpan and well drained, with moderately slow pe eabnlity above har pan, slow of, and sli t erosion hazard, ignng and trenching for utilities ay be hampered by ardp ,while low strength of soil and frost action potential may limit the cost coon of roads d paved surfaces. r a silt to : This sail is well-drained, oertely slow e ebility above hardpan and diin and trenchin i this soil may be hampered by hardpan. e low strength, frost action potential, and i s ink-swell potential limit the cons ctnon o roads and streets, however, suitable sub-grade material c o set these limitations, Capyright Z~Of Materials Testing Inspection, Inc. 2791 South Victory Wieuv y • Boise, 183709 • X208} 7-4748 • Fax X208} 322-6515 E- ail ti ti-i.co emti-i.ca ~ Volatile r is Scan o environmental conce s were identified prior to co enceet o e investigation. Therefore, soils obtained during onrsite act~vltles were not assessed for volatile organic compounds y portable otoionization etectar ~ }. Samples obtained during our exploration activities e ibited no odors or discoloration ically associated with this e contamination. o evidence of cuter contamination was noted during the site visit. SITE HYDROLOGY Existing surface drainage coniti ~ s are de e i the Site o a r ri s, s station section. Info anon provided in this section is limited tc observations made at the time o the investigation. i er regional or local ordinances require info anon beyond the scope of this report. roar Groundwater was encountered 'ng the el investigation at ep s ranging fro 1. to 3. feet bgs, varying with too a, and exclusively noted in the northern portion of the site. foil moistures in the test pits were generally d to slightly oast wi xn srficlal lolls. ithin the poorly- aded sandy avels, soil ~` moisture aded from dry to sa rated as the water table was approached and eetrated® Copyright ZO~b aterials Testing Inspection, lnc. 219 South Victory Vie vise, i 3109 • X20 ~ 315-4745 • X208} 322- ~ - alb tI ti-iocom • tl-[ .Co t i recommended that infiltration facilities cons cted on the site e extended into native sandy avel sediments. excavation depths o approximately 1. to 13.5 feet s should be anticipated to expose these sandy avel sediments. ecause o the high soil e eability, AST 3 filter sand, or equivalent, should e into orated into desi of infiltration facilities. infiltration rate of inches per hour should be used in desi . FOUNDATION, SLABS AND PAVEMENT DISCUSSION AND RECOMMENDATIONS Considering subsurface conditions and the proposed construction, it is reco ended that the st cture e founded upon conventional spread footings continuous wall footings. Total settlements should not exceed 1 inch if the following design and cons coon recd eatios are observed. noun anon i ec a atios n the basis o data obtained from. the site and test results from various laboratory tests erfo e, recom ends following i alines used for the net allowable soils bearing cci ; i erin cit ~, . -~ w Iowa ie cti oily rind a ci . lYlll rCCUIII.IIICII[i~ ~,i1dL ui1ill.l.Cl.1 CULCGIIiI,tl;4.l C.#1 it1CCi Ui Clt t11CCi,lif LCLl.1.t1J~L~~i~l.[ YC~ l.~y L11C lUCdi,1A.l soil suite ilz_y for ec~_,trcte a t e tz _e of construction. ~a _, Copyright ZODb a rials Testing Inspection, Inc. ~, 2791 oath icto ierrv a i,1 3709 • ~ } 37-474 • Fax ~0~ 322-15 - ail ti ti-i.co ~ i-i.co ~~ Floor ro- e Potential movements associated with seasonal ois re variatia within moderate to highly expansive clay soils are anticipated to e o the order o to 2 inches, depending an location. osieri this, re arin the su~rde i accordance with e following reca endtions will e reQired to prevent movement of ou-su acted slabs. The presence of qualified sails technician is recommended to identify clay soils in the el. eco eatios are as follows: 3. ere a fills are present, strip ve etatia and excavate the upper clay soils to sandy silt soils ar 2 inches which ever i less. er excavation, if clays still remain in the sub ode, moisture conditions e exposed clay, and replace with co patted strut cal ll in accordance with the tructual ill section of this report. ere fills are present, remove fills completely exposing clay soils, and moisture condition the clays as presented below. If the fills are less than 24 inches in this ess, re ave a portion o e clays to achieve a minimum of 2 inches o compacted s aural fill below the slabs. Granular s aural fill must be placed and compacted in accordance with reco endtions presented in the Structural ill section of this report. :~ .~ ^ i. I t} ~~ Copyright 2Q0 aterials Testing Inspection, Inc, 1 oath Victory Vie ay ' Oise, I l • 4~ 1-474 ~ Fax ~} 322- ~ E- ail ti ti-i .corn . ti-i.co r r .~_~ ;~ - ~_ *. Page 1 o 3 Ilserverlbaise12a06 reportsll$00-19491b19ZaIb~1~2~_geotch.doc nviranental Services eotechnical Engineering ^ ®nstruction ~~laterials Testing Special lnspectians eco en a ave ant actions ~'axiie ave ant actions ~. ~~ ~~~ ~; ~. ~, . ~~ ~~~~ ~~ r ~~ MTI recommends that a guali~ed~eatechnzcal engineer or en in~grtechnician verify the sub~rade competence at the time, of construction. Asphaltic Concrete: Asphalt mix design shall meet the requirements of ITD Class III plant mix, Materials shall be placed in accordance with ITD Standard Specif cations for Highway Construction, Aggregate Base: Material complying with ITD Standard Specifications for Highway Construction sections 303 and 703 fox aggregates, Structural Subbase: Material complying with the requirements detailed in the Structural Fill section of this report ex_ cept that the maximum that the maximum material diameter is no more than X13 the component thickness. Common Pavement Section Construction Issues The subgrade upon which above pavement sections are to be constructed must be properly stripped, compacted cif indicated}, inspected, and proof rolled. Proof rolling of subgrade soils should be accomplished using a heavy rubber-tired, fully loaded, tandem-axle dump truck or equivalent. Verification of subgrade competence by a qualified geotechnical engineer, engineering technician, or inspector at the time of canstruction is recommended. Fill materials on the site must demonstrate the indicated compaction prior to placing material in support of the pavement section. MTI anticipates that pavement areas will be subj ected to 4 moderate traffic, MTI does not anticipate pumping material to become evident during compaction, but subgrade clays and silts near and above optimum moisture contents may tend to pump. Pumping or soft areas must be removed and replaced with structural fill. Fill materiel and aggregates as well as compacted native subgrade soils in support of the pavement section must be compacted to no less than 95 percent of the maximum dry density as determined by ASTM D 698 for flexible pavements" and by ASTM D ~ 557 for rigid pavements. If a material placed as a pavement section component cannot be tested by usual compaction testing methods, then compaction of that material must be approved by observed proof rolling. Minor deflections from proof rolling for flexible pavements are allowable, Deflections from proof rolling of rigid pavement support courses should not be visually detectable. .. MTI recommends that rigid concrete pavement be provided for heavy garbage receptacles. This will eliminate damage caused by the considerable loading transferred through the small steel wheels onto asphaltic concrete. Rigid concrete pavement should consist of Portland Cement Concrete Pavement ~PCCP} generally adhering to ITD specifications for Urban Concrete. PCCP should be 6 inches thick on a 4-inch drainage fill course see Floor Slab-on-Grade section}, and should be reinforced with welded wire fabric. Control joints must be an l2-foot centers or less. Coyri~l~t 2Q~~i tcrials Tcsting Inspcction, Inc. 791 vut Victory Vie a vise, I 3709 • ~ ~ 7 -474 ~ ~ 3224551 i! ti ti-i,cv ti-i.cv 4~. ecoetions in this report are based upon s c ral elements of the project being ane o competent sandy silt, poorly ailed avel, or co acted s ctural ill. ctural areas should be stripped to n elevation that exposes these soil e, artor r eat er Coyri ht, 2046 atcrials Testing Inscction, Inc. X791 auto Victory Vie a Dias, ~,, 3709 • X20 } 7 -4748 • X20) -15 h - ail ti ti-i.co • w ti-i.ca 7f construction is to conducted during wet seasonal conditions ~co only from mid-November through aye, problems associated with soft soils ust be considered part o the construction l wring this time o year, e- ie soils such as silts and clays will beco e unstable with increased mois re content, and even ally efo or t. Additionally, constant low to per res reduce the possibility o drying soils to near Optl um Condltr®ns. oft a oils Shallow fine- aied sub rade soils that are high in moisture content should be expected to pump and t under cost coon traffic. wring periods o wet weather, construction may become very difficult if not i possible. The followin reco endations options have been included for dealing with anticipated sub ade conditions: rze ra a ' s Prior to placement o structural 11 materials or foundation elements, frozen sub ade soils must either be allwed to thaw or be stripped to e s that expose non- ze soils and wasted or stoc fled far later use. Stockpiled materials must be allawe to aw and return to near-optimal conditions prior to use as structural fill. ~~~ Copyright a 20~G aterials Testing Inspection, Inc. ~~k ~. 2791 ou Victory View Dias, i 3709 ~ X20 } 7 -474 * Fax (20 ~ 322-1 {j may{ ~1 gJ[} 17r /~ ~.~ " ' ~i 6k 19111-I ®9Jo • YY a ll-I.Vo ~. Structural 111 cfil ~, ., Coyr~ t 2006 atel~ Testing Inspection, lnc. 7 1 of it i a ois , I 7 ~ - x ~ } - - it i i-i .c0 i-i .c0 xc~vios ro ter ro r, ^ Capyriht ~ 2a0b Materials Testing Inspection, Inc, 2791 South Victory View y • vise, I ?0 ' ~0~ 375-4148 • F X258} 322-555 - ail mtl ti-id.co ti-i,co GEOTECHNICAL GENERAL NOTES ~~ ~, :}i~ ~~ 1 h~ Y ~+ ~ i A i + •i F~ . . . 1 A L . t : : ~` tl : ~~ _ .v _~ _ _ ~_V -T Ti T • ~ ~___ ~ _ - - s ~. ~~ ~ - ~~- K i T 7i ' }+~ .~ ~ f~ _ i _ _J _J L.. 1 _/ _/~ ~7 ~ + fir: >i. r i t xis: r : ~ -~ 1 .t - 1- r - - t . r , ,r. T F iTd~7i rt ~ ~ ~ ~ i A ravel r v 11 ell- e vela; ave san `x r s it li 1e ar fines oils a rl - e ravels; r e s ix res it li le or roes arse- rains ca ci ~ it v ls; aarl- x r v san silt ix res ails asses a. sieve yey avels; o ly- ave sa clay ix res asses a, a ell- e s s; rvelly sa s it li le or a fines sieve ails rl - e s s; av 1 s s i li le r fi es coarse r ci it s s; Orly- e s r v llil i s ass s sieve lyey s; arty- sa 1 v llcl ix r s nic silts; vel y a l y silts it 1 s L a cl s; i t aic, r velly, s, rail , l t o im- lastici Fine r e c s oils > /® r a ic, la -lastici cl san silts asses . sieve Ivor i, latic silts; s v 11 r cl sic silts ilia 1 ;~ at cl i -lastici , i ar is cl r nic, a i i-lastici cl s silts i ly r is ails eat, y ric ils i i r is c tent :; Copyri t m 20iab atenais Testing inspection, inc~ 2791 South Victory View y • aise,l 83749 • ~20~ ?-4748 • Fax (2087 322-5515 ail ti ti-i.ca • ti-id.com ^ ~~ F' r .. IF t~ ~' i ~~ ~~ 1 Coyr}~ht~ 2006 Materials Tessin ~ Inspection, ]nc. 2791 outs Victo View y ® Dias, I 3709 • { ~ 375-474 ~ } 322-5515 - ail ti ti-i.c .mti-i.co ,~~~ MATERIALS December 14, Za06 T~ESTN~G ~r Page # 24 of 33 ,~ '} ~ NSPECTI~N .. , Ilserverlbais~12i70b repar~sll$~0-I99gIb6192DgIb~19z0_geatech.doc ^ Environmental Services ^ Geotechnical Engineering ^ Construction Materials Testing ^ Special inspections L~rEOTECHNICA,L XNVE~TIGATIOI~ TEST PIT BOG Test Pit Log #: TP-2 Date Advanced:12141Z006 Logged by: Jesse Barrus, E.I.T. Excavated by: Struck~nan's Backhoe Service Location: See Site Map Plates Depth to Water Table:lVot Encountered Total Depth: 8.8 Feet bgs Notes ; Depth (Feet b s ~ Field Description and USCS Soil and Sedrment Class~fcat~vn Sample T e Sample Depth eel b s QP Lab Test ID Poorly-Graded Sandy Gravel ~GP}: Light brawn, slightry moist, dense, with ~ 0-inch- minus welt rounded cobbles. ~.0-8.8 --Poorly grades sand tens with iron staining from 4.3 to 4.9 feet bgs. --Limited carcium deposits on the cobbles 1 and raves. ~, r ~; ~i C~; xr .• ~, 1 1 1 ., .~ t, ~~ Copyright 2405 terials Testi~~ Inspection, Inc. 2791 South icto View a • ai, i 83149 ®~~ 315-414 • Fax ~2 ~ 322- 515 -ail ti ti-i.ca ti-i .o Test Pit Log : - ate dv ce:111 Logged : esse rrs, ... Excavated : c 's c o ervice Location: See its later Depth to ater Table: I. set s Total ept:1. Feet s otes: ie star Installs ,: ~, ~~ a st L Steve Anal sir - % r 19.1 4 91 85.5 fj~ii 11 r Capyri~t 24D6 Materials Testing Inspection, lnc. 2791 South Victory View ~ vise, l 7O • X20 ~ 376-4748 ® a { } 322- 515 - it ti ti-i.cv u~ ti-i~co GEOTECHNICAL INVESTIGATION TEST PIT LOG ~. ~,;~ ~~ ~~ ~~ ,: ~~ Test Pit Log : ~ Date Advanced:121412 Lagged by: Jesse ars, ... Excavated y: Struck a' a hoe Service Location: See ite a later Depth to afar Table: 1. eat s Total et:l. eat s Notes: ~: ^ ~ Capy ` ht 2006 Materials Testing Inspection, lnce 279 South Victory View y • Boise, i 83709 • X287 375-4748 • Fax (208 322-558 - ii ti ti-i.com • ti-i.co ~ SATE R IALS December 14, 2006 TESTING fir' Page # 27 of 33 ~~ ~NSPECTIaN - 1lserverlboise1200b repartsll$00-19991b51920gIb61920_geotech.doc 4 ~ ^ Environmental Services ^ Geotechnical Engineering ^ Construction Materials Testing ^ Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG r; ~~ Test Pxt Log #: TP-5 Date Advanced;1Z141Z0~6 Logged by: Jesse Barrus, E,I.T, Excavated by: Struckman's Backhoe Service Location: See Site Map plates Depth to Water Table: Nat Encountered Total Depth: 5.5 Feet bgs ~. Notes: Depth Feet b s} Field Description and USCS Soil and Sedrment Class~ficatYan Sample T e Sample Depth Feet b s QP Lab Test ID Borderline LeanlPat Clay ~CLICH}: Brown, 0.0-1.9 dry to sightly moist, hard, with ~ne-grained Buik 0.0-1.9 4.5+ CBR sand and or anic in the u er 7 inches. Poorly-Graded Sandy Gravel ~GP}; fight brown, dry, very dense, 8-inch-minus well 1.9-5.5 rounded cobbles. --Cementation in the zipper ~..~ feet of gravel horizon. ~~ .. Copyright 200b aterials Testang Inspection, Inc. 7 ~ th Vict View a oise,l 3709 • 420 ~ 3-474 • Fax 4 ~ -~ -ail ti ti-i.c .ti-i .co ~+ Test Pit Lag : ate Advanced; 11 Logged : Jesse as, ... Excavated by: rc n's acne Service Location: fee its a Plates et to ter Table: of uctr Total e : Feet s ate: ri ~1 L~ r Coyril~t~2~Qb Materials Testing Inspection, lnc. X791 So~atll Vict View a Dias, I 374 , X20 } 375-? • Fax X20) -5515 ~~ ~~ -ail ti ti-id.co w.ti-i ,co ~ ATE R ~A15 December 14, 2006 - ~~ T~EST~NG fir` Page # 29 of 33 ` ~ ~NSPECT~~N . - - 1lserverlbo~sel2~Ob reports1l80d-19991b61920gIb619z0_geatech.doc ^ Environmental Services ^ Geotechnical Engineering ^ Constriction Materials Testing ^ Special Inspections GEOTECHN7CAL IN'YESTIGATtUN TEST PtT LaG Test pit Log #: TP-7 Date Advanced: 12/4/2006 Logged by: Jesse Barrus, E.I.T. Excavated by: Struckman's Backhae Service Location: See Site Map Plates Depth to ~1'ater Table: Not Encountered Total Depth: 8.Z Feet bgs Notes: ,~~ _a•:a~ F ~} ,.. ~~ .~ r If Depth Field Description and Sample Sample Depth ~p Lab Feet b s} USCS Soil and Sediment Classification T e (Feet b s~ Test ID Fat Clay NCH}: Dark brawn, slightly moist, 0.0-1.2 hard, with one-grained sand and organics GS 0,5-1.0 4.5+ B throe bout. Sandy Silt AML}; Light brown, dry, hard, with 1,2-4.4 f ne grained sand and moderate calcium 4.5+ carbonate cementation throe bout. Silty Sand GSM}; Brown to tight brown, dry, 4 4-b 7 medium dense, with one grained sand and , . r t intermittent moderate calcium ca bona e cementation. Poorly-Graded Sandy Gravel ~GP}; Light ~ 6.7-8.2 brawn, dry to slightly moist, dense, with 8- ,~ ~1 inch~minus well rounded cobbles, Lab Test ID M LL PI Sieve Anal sis - 4/~ - - #4 #10 #40 #100 #Z00 B ~~' 11.1 51 2b 99 99 97 94 88.5 ~. ~~ }~ I' ~i . ~~ IA fti~ I J.:~ w~ M, Copyright ~~a~ Materials Testing Inspccti~n, Inc. 279 South Victory View y • oise, l 83709 • ~20~ 376-4748 • Fax ~20~ 322-5~ 5 ail ti ti-id.co ti-id,co GEOTECHNICAL INVESTIGATION TEST PIT LOG ;~ r **~ 'J~ FJ r ~~+ I Y' ~~ ~, ail ., -' ~, Test Pit Log ~ ~ ate Advanced: 1 1412 Logged y; Jesse arras, .. . Excavated b: truc an's acne Service Location: See it Ites Depth to star Table: ncotere Total e :1 . eat s otes: :~ r{ Copyright~~2 b Matcrials Testing Insp tion, Inc. ~7~ outf~ Victory View ay ~ Boise, I ? ~ ~~ ?-4148 • Fax X208} -555 - aii ti mti-id.co ~ w ti-id.co ti Pavement Section Design Location: Proposed Commercial Subdivision, No Truck Access Average Daily Traffic Cvunt: 170 All Lanes & Bath Directions Design Life: 20 Years Percent of Traffic in Design Lane: 100% Terminal Seviceability Index (Pt): Z.5 Level of Reliability: 95 Subgrade CBR Value: b Subgrade Mr: 9,000 Calculation ofDesign-18 kip ESALs Daily Growth Laad Design Traffic Rate Factors ESALs Passenger Cars: 70 2.0% 0.0008 497 . Buses; 2 2.4% 0.5806 12,072 Panel & Pickup Trucks; 10 2.0% 0.0122 1,082 2-Axle, d-Tire Trucks: 3 2.4% 0.1$90 5,028 Concrete Trucks: 0.3 2.0% 4.4$00 ~ 1,919 Dump Trucks: 0 2.0% 3.4300 0 Tractor Semi Trailer Trucks; 0 2.0% 2.3719 0 Double Trailer Trucks 0 2.0% 2.3187 0 Heavy Tractor Trailer Combo Trucks: 0 2.0% 2.97b0 0 Average Daily Traffic in Design Lane: 85 Total Design Life 18-kip ESALs: 30,598 Actual Log (ESALs}: 4,485 Trial SN: 2.21 Trial Log (ESALs}: 4.837 This number must be equal to or greater than the Actual Log. Pavement Section Design SN: 2.21 This number must be equal to or greater than the Trial SN. Design Depth Structural Drainage Inches Coefficient Coefficient Asphaltic Concrete: 2.50 0.42 nla Asphalt-Treated Base: 4.00 0.25 nla Cement-Treated Base: 0,04 0.17 nla Crushed Aggregate Base: 4.00 0.14 1.0 Pit Run Aggregate Subgrade: 6,00 0.10 1.4 Special Aggregate Subgrade: 0.00 0.09 0.9 ~5 ~• ~~~ ~~~ sr:~ ~~~ i Coyrs~ht d 2006 af~rials Testing Inspection, Inc, 2791 South Victory View olse, I 8370 . X20 376474 X20 322-8~ - all tl a-i .COm .mtl-I[~.com x~ Pavement Section Design Location: Propo~d Commercial Subdivision, Truck Access Average Daily Traffic Cvunt: l $0 All Lanes Both Directions ~~~ Design Life; 20 Years Percent of Traff c in sign Line: l 00% Terminal Sevic~bility In x (Pt); 2.5 Level of Reliability: 95 Subgrade CR Value: 6 Subgrade r: 9,000 Calculation of Design-1$ lcip ESALs Daily Growth Load sign Traffic Rats Factors ESALs ' Passenger Cars; 50 2.0°/® 0.000$ 355 Busts: 7 2.0% D.5$05 42,251 Pang & Pickup Trucks; 15 2.0% 0.0122 1,623 2-Axle, 6-Tire Trucks: 10 2.0% 0.1$90 16,762 Concrete Trucks: 2.0 2.0°/® 4,4$00 ~ 79,462 Dump Trucks: 2 2.0°/® 3.5300 64,3$6 Tractor Semi Trailer Trucks: 2 2.0% 2.3719 42,071 Daub1~ Trailer Trucks 2 2.0% 2.3187 41,127 Heavy Tractor Trailer Combo Trucks: 0 2.0% 2,9760 0 Average Daily Traffic in Design Lane: 90 Total Design Life 18-kip ESALs: 28$,036 Actual Lod ~ESAL'}: 5,459 Trial SN: 2.82 Trial Log ~ESALs): 5.472 This number must be equal to or gr~atC~ than the Actual Log. Pavement Section Design S: 2.82 This number must be equal to or greater than the Trial SN. Design Depth Structural Drainage ~ Inches Coefficient Coefficient Asphaltic Concrete; 3.00 0,42 nla Asphalt-Treated Base: 0.00 0.25 nla Ce nt-Treated Base: 0,00 O.17 nla CruslYed Aggregate Bye: 4,00 0.14 1.0 Pit Run Aggregate Subgrade: 10.00 0.10 1.0 Special Aggregate Subgrade: O.OD 0.09 0.9 ;~ r r i , r r i . h Copyright 2005 aterials Testing Inspection, Inc. r+ 279 ouch ice View a oise, l 3709 X20 } 7-474 • Fax 420 } 322-~ ~; - ail ti ti-i.c ti-irco ~. ~~ i ~~ .:; ~, mple t Dial #1 Depth Y CBR Reading Load Inches psi Value 0 0 0.000 0 z ~ ~ o.az5 10 68 ~.~so 23 1 Q 106 0.075 35 I S l 54 0.100 51 5 19 192 O. l 25 b4 23 229 0.150 77 2G 258 0.175 8G 29 2S6 *Q,200 95 b 36 353 0.300 118 b 43 419 X0,400 140 b 49 476 0.500 ISg b Stmple ~ 1 2 3 CBR Value: b 0 0 Dry Density; 99.1 0 0 Compaction: 9G.1 % 0.0% 0,0°/® Corrected CBR Value: b 0 4 Load vs. Depth 'xit~ Dry Density; ]Q3.1 Moisture Content B~forc Compaction: 13.5 Moisture Contc~t After Compaction: 13.5 Moisture Conttlt Tap 1 Inch: 29,5 Passing 314": 100 Surcharge Amount {lh)e 10.0 ~{ Copyright 2006 aterials Testins Inspection, Inc. 27 ©t Victory View • wise, I ?0 • { } 7 -474 • {20 } 22~~ -ail ti ti-i.co .ti-i.c {. •_ ' J. 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N7 ~ ~ ~r N a~ z ® N ,n ~ ~~~ ~ ti ~ //;~ pq ~y F~ 1/ Li _ _ f N ~~ ~kw ^ t N. '~' - R~CORG~~ • ~'' QUA T €~l: rt#1~ CUU~'!TY R'C~RDE~t Q~vtQ Ha~~~~a - ::~;~F tC~HA~- T1~ .. THIS GRANT G~ EASENHaNTS , is madt'this rI~' day o~ Jury, ~~Q, by Fl~i~ridian p'r~w~y Assaciai~, an Idaho Limit Partnership ~r~inafr ref~ed to as "Gr~nt4r"~ and ~anta~ to DBSI Indnstri~l ~,imited Parithip, an Idaho ~xrni t~l Fartnhip ~I~reinaiier r~` io ~s "Cram"~; w~RF~5, Gr~nt~x is t o~m~ra#'that ~rc~l of r~l plb~~ty ~ in Exhibit A attached hta, which pmp~ty as lor~tad in Fl~arid~n,Ada County, Xda~o ~5''~vi`~r~ ~tat~~, end Grantee is the a~-nct of that parcel of r~1 prop~ty d~cribad in Bxhibit B a#tach~d hta, which property is oleo tacaled in ridiRn, Ada t;aunty, Idaho (~amin~nt Estate}, and w~EREAS, tha~ t~wntea wishes to pravido for dnpm~nt of its paw 1n ron~u~tiaa with Grantor inn arder'ly fashion, wT~E~AS, G-rrnt4r derirma ~ GnaAt t4 Grange the follorrin~ dae~cribad cascn~~ aub,ct to tht~rma and co~itions cantaiaed hrrein; ~v~w T1~1~R~~~RI~, ~' ~C~N~IDERAnGhi of tb~ P sad far~od end vaiuabla conNd~ratian fran Grange tv Grantor, re~i~t of which as nowl~dg~i;d, G~torhargains, s~l1r~ conveys and trams unto Gant, Grant, its s~clars ~d a1~i~, a pitp~tuo7~~m®nt and rigfit-of~ way f~ tl~ pure of public v~icu~r and p~id~Erian act, ingrbas and ~s over and acr'ora its ~r+a#y in~~~ Io~tian described a~ follows: A l~~ aC la~rid ~ituate'd in lha Southeast quarter of titc Sauthf quari~r of S~ctian 13, Towr~hip 3 Iq.,1~~ l W~, Boi~rtidian, Ada Ginty, ~daha, contiguous to and abutting th~deminant~sta~ ft~y feat in width naming parallel with, adjl to end ~~t~ly aI'thii lire d~o~ribad ~ follows: Ba~inni~j at s ~I8 pin rna~4ng the South gaarta~r comer of yid sec#ian I3; thence lYvrth DO'I l'S~" East S47.B9 feat ~1ong tha~~ lino of said Southwest quarter of St~son I3; th~r~c~ wing said East lira ~ 9~'8~'~pf '~e~t 5?$.5~ t to tt RHAL pO1N'I' GF SEGr1NN~G; ti~nae South 'SI" "~"~t 54~.3I t to t South lin,~~of avid Southw.~t ~uar#~ a~ ration l~ ~tnd t nin~of paid link HAS A1~iD TC HGL~ thud p~p~ual aa.~nt ana rightMafMvray to DBS~ Indtir~nisl mind Partnership, its ~csors ~dns fo~v~r, ~xca~ U CrmntQrs ~caertira th~n,~ht to -- - y and use the ~t property f~ gill ~rpoi~ net incorri:~~nt with ~ rights ha~in granted. Furtr, the Granter a~g~ Sul cov~ants frith the Grantor to rnsintain the sutfaco~o~ tht ~d tight-of-way PmI~~Y n tad a~ ~nv~y~# ~ a pad arrfi~e cm~r~~~ Pd~ f {~rantvr: ~r • UBSI ~NDUSTRI~ ~,1i~~T~D PARTNF~S~~P By i]$S~ r r~itfs Company Limited Partr~rsh~p, i~ Viral Partner sy dal Partner ~~}~ ~ Y ASS~~IAT~S By ~BS~ 1Aa., i ~ P~rtr~ar ~y . ~~ Pct ~ -y-r w • +. f ~. -~ ~ ~®® +,~ ~:~. *° i +!l '+ o, ~ ~ c ®, :., w ° ~ { i s . r r° 'oaf` ., ~~ fr ++~'! .i i *r~~~rr ® .+ t ®~..: ~ . _. , a ~ [+] .Ee; a " rvi~et ate„ C '~" ~ .3 si I of ~ ' ~ -. of v~l ova'"• n', ,- a °l ~ ~ elan a x~ dine c aI ~ a ° ~ ~~ LirM6ftA~ }~ m ' ~~~ ~ 4 r. ! F •1t _r r - ... .. . , '~ ' r D - - r s~ ~~~~i ~~ ®~}M gy'~y~® .y- r ,~W If 1!#' ~ .. 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