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Home My WebLink About3815 Cody Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECT ION NOTICE Inspection Type: Job Address: Permit Number: -�G ❑ No one available for inspection: Time %AM/PMS Re -Inspection required: Yes /No When corrections have been made, ba/l.for re -inspection at 303-234-5933 Date: 2, ! q Inspector:_�� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division , (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax ! j INSPECTION NOTICE Inspection Type: //7� Job Address: F/5 C_Q�;f V Permit Number: � /70 d.- � ❑ No one available for inspection: Time 1 AM/PM Re -Inspection required: Yes /No, When corrections have been made, ballfor re -inspection at 303-234-5933 Date: ' J -/ Inspector: DO NOT REMOVE THIS NOTICE 4 City of Wheat Ridge Residential Roofing PERMIT - 201703922 PERMIT NO: 201703922 ISSUED: 07/13/2017 JOB ADDRESS: 3815 Cody ST EXPIRES: 07/13/2018 JOB DESCRIPTION: Reroof with Tamko Heritage Laminate asphalt shingles - 29 squares *** CONTACTS *** OWNER (562)305-5840 JOHNSON COURTNEY A SUB (303)250-0836 Jake Keleman 100270 Colorado State Roofing LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,387.00 FEES Total Valuation 0.00 PAID Use Tax 260.13 Permit Fee 251.85 ** TOTAL ** 511.98 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703922 PERMIT NO: 201703922 ISSUED: 07/13/2017 JOB ADDRESS: 3815 Cody ST EXPIRES: 07/13/2018 JOB DESCRIPTION: Reroof with Tamko Heritage Laminate asphalt shingles - 29 squares I, by n signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, andall applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property atd am authorized to obtain this permit and perform the work described and approved in conjunction with t ear ormed and that alltwork at I aryi le ally authorized to include alI entities named within tlyis document as parties to the work to be p fp to be=perform�d" is disclosed in this document and/oits' accoWanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building, Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division.. 6, The ' uan or grantin of ermil sba not be construed to be a permit for, or an approval of, any violation of any provision of any applicab or ori eg ation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Online Form Submittal: Residential Roofing Permit Application https://wrmail.ei.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id=... Online Form Submittal: Residential Roofing Permit Application no-reply@ci.wheatridge.co. us Sent: Friday, June 16, 2017 6:03 PM To: Permits CommDev Categories: Brian Residential Roofing Permit Application Jai This application application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units are Single Family Home on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this 3815 Cody Street Courtney Johnson 562-305-5840 courtny.a.johnson85@gmail.com Yes 1 of 3 7/13/17, 10:11 AM Online Form Submittal: Residential Roofing Permit Application property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Contractor Email Address (permit pick-up instructions will be sent to this email) Retype Contractor Email Address DESCRIPTION OF WORK https://wrmail.ci.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id=... Colorado State Exteriors D.B.A. Colorado State Roofing Unknown 3032500836 info@coloradostateexteriors.com info@coloradostateexteriors.com Are you re -decking the roof? No Description of Roofing Tamko Heritage Laminate Material Select Type of Material: If "Other" is selected above, describe here: How many squares of the material selected above? Asphalt Field not completed. 29 Does any portion of the No property include a flat roof? If yes, how many squares on Field not completed. the flat roof? TOTAL SQUARES of all roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) 461 House, 8:12 pitch 2 of 3 7/13/17, 10:11 AM Online Form Submittal: Residential Roofing Permit Application Project Value (contract value 12,387 or cost of ALL materials and labor) https:Hwnnail.ci.wheatridge. co.us/owa/?ae=Item&t=IPM.Note&id=... SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may Yes not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Jake Keleman Email not displaying correctly? View it in your browser. of 3 7/13/17, 10:11 AM caw. tmw,ROa tsnter.� P.Rcy No.: Clam No LonBy owned and operated by Colorado Native Phone: (303)2SO.W36 Emait:hd*@ColoradoSWteExteders.mm Website: www.CulonadoStateEKterion.com A+ Rating on the Better business Bureau Mona 2— l u cau Phone Work PMnc Can.' Fat- r' Property owner b_14,, jh noi., intWj to make payment from the txoceedt of a property and mwaf j buww" po"- fly *rj g rn tw apawd the im-0- wr aWhodne Colorado Sou Enubn to rePmtm the hw".—es ken Merest 1. *4 p,.6,* of n.p n uenwd•d d1.Stamd.man Tab rontrw don wokltatathe bonneewnprwwtwadnstm Ut.rian until dnadalm k aWwwod bythelasuanta company and ..ogWM cataada Staw Ealriom Uponappn•e•lof Chadakneatwado Stoptatw%n"lc.aroI, apSdP*dwwkwaprkaapoaahlamtM Nat•tow 1. w"lm addio-at man to tM hamorww eawpt iw the w IW—ROW. Apead open :MMM and CaMrNe3ute Eataren r•la feoMN lftw @ few tM week tenptated by��tanm altW 1'Ibe.—ewiPt aeM ikeekdao nd awd. entM pith wdsy *fc ypatan n 42pkanw nano" Fl •n yax WN wwryt>•rt ..lL_._^wwmmrt atwand Myo aadartMplaty. See anapMnaeen sl ihb ell OAM Sde Sue lrtwrande Conftenty: YES JM NO D Prapf trOr•rter _kW_. J( _ work WRe'Roof C:) Sfd[m and Fascia Type: e ++vim A iZ PS iaTulor: _, ±Yee: Color: -ED�--ar down to dKIJn& replace rotten docket{ at S_ sheet Oescrlptioh a( Wrxk• O ne-0eck with _ p ke and water:Meld MrWoe"penetnt a aH new dripedge around! j 3indaII new fe n q,tA Qpalmms (a-irtttatl Plwnb.1 mop, vents aid Hashing as needed Type; Color' — aprotect WwKsp7ng, tmroujh clean-up and magnetiewmeper Description of Work [D Gutters C] Fug replacement 0 Panted m0awment .,. LF Induding downspouts- Color Site Additional exterior or ndarfot work to be completed: Tool Sale Prig NOT wcttlarw AOtM1ONAt SUPPLEMEM: S -1 c"7 _ c — if Additkanaf Notes: Appo.imale data ft -Il ens engage -iAWMaft-W40 remediate uhf work competed dwkl j th,I visit until Colorado kale EnerlamUC oppo ty to rest anymmam xilhe2.q^K.you Mvttreadadu ntand team andcedlt t*on the bad of the -.___..—Gote� / tet We al' Dew: Pay—t;.—__ omr. rat pMah d: .. Dat.: Oth- Pe r— Date - Cobra" State ate-Cobra"State GterMn thea Mid In true any pv"wm received from you —w Corrado State tawrkas has "I aed Utedm natKkab a tM the or hat profaned a malwhy of the r*W$M work on yore property, I. W—ete Cofttkts ry. Provided the'Irearaaee Cor„tapwtyn' ad. b dwdni, Ontoma sereet that rsbrado state Idadors LIC -6 k -W dpnrcam that and -oeru a In aahtad Ced— es PIMMIat Pntortert karranea it lon In ads W ashless this Vat Cuuaenu aEreef as kat : A. Ontorner apart N wank w h Colorado sate E.Nna,,, UC n tpaorwd o the Wuanta lou Nen, Dritann .pest out iaeo—e Proeedn desipwted to patonel w penf may be vwd fm oPrades N scoped role a;ned.,M, 6 Celt— apes tut take —UW Rid be for the FULL SCOIE OF 114WAANCI PAOCU OS and dot. nIX Ob%M the Ckuomer or Cabrade, Stan, FdeMn, LLC uses fW roof apisainwm and a addgaWy stented trope d Rias h awlsrlted by CrttOme.'s resaran.[a corripaM. C. CWaaer .anowledtes fiat N dull mOy to raoomlW tar the ptynwnl at b IM-a,ta dedoctmk. and that CW.W. State Edaldn, UC"no, k. atponWM For papnem of no dedoctAk R In the a.oa the it Ria ar dale rocks In dory rod suppaa r sed/or armhead pmmikass las a M4 d kaheun of 3 Or — trdoU A —h Wppfemems or anrhead IlaymtAtn .Ibll be paid b Calando Stall [dabs. U.C. F. In the evert that the Cantaner't ne—n amtcotwIon ban dwk lrotrasa am."" far Fid real rtplaCeeatnt and edahtbW$y dA ksd toop of wak, but elan not W ra pp Cobr.do Sud E-WWL UC to noakl,tWce CmtwW* povarty, Conecaer, will pay Colorado Sate (areolas UC a tavke chap lo, Cobra" Sup EaNeAm. LLC dors$ pwd is 21ty of me .Wool deka anwos 3. Pouripltia" of reork: rnnrb. Ctworada Stae EMskrl itt .teas Perarm the wank decaleW in On carnrW in ndadence atm dint spedautfens sat to" sen the a .d aver Rise The Catomn cup pry far A all a " at &wM tato, a de unems Or fan regaled by all ii --dal bods. 3. Rinne l . ►armem to de coma— tebitn to the Infero me aonu ntv" of Section t shall be dee and Payande b-wdktafy aorto "N" ov CaWrtw of astasia p wmadt. Far contracts not wDlea to the ku—. contingency ce Sec an I. Pop se stet or paw wahlo 15 days d mately an broke and the reremhy bkb- to be haw tion tutee of ranpinten d the Props by CNx.do State EiWon, UC Onioner thafl mato Ro dedwWoon. IX %Neff any ornaments eWmf oayraent duo. Colorado Slat Esarkr% U.C"driver A MN Raw nhan and —am- arty Otto rata W did ander the twwul. a. Lad awwr4uRu charge. in orae Mat aaaaean lib W —1, dry par—* Mbcw ores. Ceftoma shall Wr to Cobrafb Sud Ext wlf UZ tor) btant at the We Of t"sen moth, or In pa ansa, for ow aaloome not paid within 30 daykd date when dors The leu chap all IYtarser dwrp sbsg be In add'aim W Colorado State taaurs LIC all d aid., and ran.adks urtmdn. as .i is. to be putty S. tturya Oedss 99iold C.1 -W. Cruome/% Mprmm aoapasy. hay pssnamtal body a Imoator+earke modiraatMt to the work or Weadlostaard cmuined ion On OtNUSM rep tat bctert.el MMR be added W the anuart take as nae w.A and Onteo.s W- W pay Cowad. Sieh Catalina LL[ M mraW .takng prkr M Rite tros.6eth portae at a canters cbuya tmkr %A Approve ani, deren or exuv wad. All dtar`e Orden will beater pan of thio antrJa and well be Inewponud haekc 6. ranetawrs AnaceaAdRyCuuaneir tug br rnpnndhfr for the bNoled A. Ta provide ton Norse arca a the work ate for the MWsy and stomp of maenats and W astaent ON do d ins by IheN, v-"- o—salty to sveh maerWs B. To relocate sed poteet sn Rem that peveau C.Wadc Side EatnaaM SIC from ta.ing lee amu to the work skt, k.A.4% wrthwt gmfutlprd any TV or alk antenna% all SaWk. dither. It Easterner fadt to Kbr to arch ,tams Cakrado state Egieflo . UC any nbute w Nems ted In OR tont Mud Cpiendo Suit Fet#,bm LLC be tttow4l le TO, any daresp inserted ,h." such releodon a work C . to torrect all Mkas morsoad duebg the ours Of Glarada Stats Omtrlart. UC warkr lndOMy wthwt idtaU.Mday do rot. UrOW.alMledko adds, vi stem. O le maintain poperty bwance on the pr -Nus bells and dant IM work Roans. it Cabr.do Stan, tatedos, LIC Mak M daneg.d or data ed a req Wet dinky the p ltd bo aesldem, duan. ihth o va delhm. any Who or euterlab Provided by Cadmado State forum UCin ra rooFy a WAV ly the prapd"be Paw a rnva work by the COsloaa 7 ComPWdo. if a.law b k ---loom Read W be code. cettorwr 0u1 -form Cal -ed: State tmrbrs ILC within Time EmbreM start site wMviny Qrirade State Eatnbn. LK wort at an.pieeba of the Mak and,'IX &W kada CuOprnr lend Cabrado State Faun, LLC then rhos coded aid lapectien of the proiw- AN m tu^ Speed opal ancanpltWd trams toll be Wad all co.nyeced he Colorado Raid Gsenai, UC a woo on provUcal Mhrne, thA M tmNkd to wahhaw payment fon Awl P reOnt I%% Of the oto Of My 0ACOR plated hems. whish saoant stet be pad Proradh upon 0"OWbm Of the FWKh HI Nems. 1. sfpnye. cinlamat grants to Wldraeo Sege f nerbrl, = the oda to dootoy Uptap at the work Ott b.Foe, tkahy, ad far 1a days fotbwlnt tams' I- d ell work t. DONOR. an the eveal of nam Riaaeni, Cumpraer +pen to pay A stn add eaperaes of aofketkel kNkrd W sHpaey hts. Wkt dtarpa decd cotb+ekt tloua dudes nmol pamlrrob h made an IW.1n 0. trent Gas oen fah as pry a prymaM who data Cabrdo Stat. butbra. LIC «seen the ryla to anPerd lorths -6- 10 Saplot MatecWl. Ally w rpbt IX lahap —10" Mae amain the property Of Z kat d. Suit editors LIC and MA be rtewoved Opo pm j knio n of the Mak IL ha alsd d Cwtons"ccnmorrkate with svbma canon a UK Mak Of DOFF tNayh the -th.iod Oldorafa State EM16M UC reprewnwive emtowr .0 Rot - a sty respaa8itr o have art[ mnbol area a [tarp d tomuteibn mesa. n.nMls. eerfanaurt o proadurn tnsprarction wAh did Nat lT. Mao btattsae. Colorado Sate [n -lots. LLL thA lot wand tIX day deny N amWeUo d the oNled v.—d by natrai dwtn,r, —W- fk. spiesO.odddaaa.+aom Wnar eodprs a eU- acts d CuSW—. fafine Of —9&0— to make Work dater -y ad wartals IN- d.putn, am of tad. Ku at Pubae tardus, Peak h.Ret. Yupeafon..u. Stpndcn, aas,ahy ar dntnctlon. «any ocversoret retort the mason" CaltEl at Colaado Sud Eateola./. UC. 13. Warahry. &risiry maaMk at parinteed ander asedadarer's rioNw y. livors ,ewes of Mat peNwot Colorado Stn. Es>eMn, ESC d0 Gulp. to Oram+A w.rraro4s On ewelnuh an pwvlded by did mnu4tiver d uaA Malo[" Colorado State Enedot. EIC robaanshlp warsmy Ma be format to dOSKU k w.k.W*Up .aWh the come al work p.rtpmed by Cobra" State fourlors Ue as W forth In CnknM Stals f.terkn, tics IXe pi yaar vmrlesmthip wuNsety whkh h aubpa to We P-iw m d the Nedud.arady stladod to this comrsct end made spur head in rm —t ed) Cafoad. Suu E.Wbm ULC he responsible For a" da.osta to ti M RX"M or dylddt roWtki6 horn a lack at awaken tee to Rath ftabars THIS WARRANTY fS OCUMM AND be UW OF ANY NAMED WA111UM" OF MG07ANT16t rf MMSS Toa AHV PARTICULAR PURPOSE Do ANY WARRANTY Of QUALITY, WIKMFR EaPRCSSEo OR WPLMa la UnNalion of 1181,111Y. COIORAW STATE MAWS, EIC SHAD NOT UHOESI AMY CIRCUMSTANCES 51 U►RE (OR SKCW- 1WMX)(TAL OR CONSE OUCTIAt ORANGES, HOWEVER CAUSED, L +IMP ty TIE F$GLIGENCE OF DORADO STATE o nARMS, Uc OR OTHERWISC The remedies of cettomwr tet lath heekr an e.daJve. sad the KdWh4y of Qa I Seats Emteiors. ILC wM rnput to this dorsa, wh~ adOl out at tontraa nry4, . Witt tart or any rarady Or aherwhe. Mad ncesd aha ori- d the dor-act upon Moth such DaWCty hiWfod. Cdaado Sun EnorbM UC thA have -liability 1. orad Nakn m rmRry, express IX hwpRW. apknt maisW N.hat IS IMe,cNrc tat twttmn Atte- is ldernhify and how Caloada State courses, U.Char.1- Ppm all Apkat a.y Halm a dabw d itkd part(- mOnk'y hem CnsoaW State EMedons UC pr.pn Par}ornw.te order Hua contras. 16 Medbilat; Analtrrt". The P~ of— to corn in add hath W resolve any dead, dt%Wtn Or Other mattes in q.et adtly ad or On related to this =Wxt a work twdormed he e.ader. N the paths as unable to Frith. any Rid. ddrn W Nloole br ettn Mem, Mae the Wtift NM fru potted band favi W whorl the mater to no 6wollog MAIstio n. In taw Mot IV Putin aA enable M good klfb to reach am Rream.'rt thr-0 mcduibn wf & 30 dap, Than had. ditto IX con tmvem beta." tM paths afa#lt or relating to the tenal or res Oldtrart MA be de idedby abtrM. in aamrdana Moll the maunrttbn bdvun r A. d ON Amen an Aakatlon MWdaoam arrnmttr In a *M U to Partin .loot to Arbi—O a dfspeted [aim a dams. the anvaa mutt W by Ue SrMrator IAA be fhul and ladlrwa.O may be adned Noor[ N 1n otuadaM wall appkcable law in dry [Part ttMft I UktJ o "NO hoanhaand" anytltky onotabwd b IMI totrWI a proper perlonnact ROONd MffMy W the mntray, Calamer, apes that Colorado Slap E.tWWL UC"tad. the IWU co .asap to mpak any Mint polo to Customs YeSatly o" mNlatbn or arbitration oemon aping ColorWe Suu ERW&M, UC. 12, Ap kabl, toot. All ha souls s to W en CLuane o d Colorado State Glsbn, LLC MA he pvsatd by and tanurwd o Wconiaca wpb the taan d the Missal Cokndd, Athwt nerd to arnftn of taw Prktclpn. vend fa a.y W11- +.hal ora d Co Ill tnn.vecuon Mrth ray tramWbn berandh C"ammor all Calorada State bteran LLL Na'1 hr e.dndvely N MM Of she IRV all 1OYmy of Ofen' CdorWp 11. Ara—Ws hs Cokrado Stato Weriom UC"to entdfid to ID --.bk abman' vies w airy efian Io enfp[e tincts temp and por.dRiorrl. whrthN o rot a bwtWt k fmltatad. Sholk Ittal scum or other procee" be kadMted to aged arty aaamt dos. Calorada State Werars, IEC tug OD emdlyd W N—er INm Ciatowr nasorebte attaneW ten in both trW and appnute aarm Celeado Stitt Edorbts UC Is a o.6A OF Colorado State Rooky, LLC. Colorado State as.fbg UClU"tt lose- agent Ft Coles tmerrR n W Rroade"821A Denawr, W aO21101W31291 "NOTICE OF CANCELIAMOM" You have the right to rescind this contract and obtain a full refund of any deposit within 72 hours after entering this contract. if you plan to use the proceeds of a property and casualty Insurance polity to pay for the roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty Insurer that your claim has been denied in whole or in part. However, Colorado State Exteriors, LLC is entitled to retain payments or deposits to compensate Colorado State Exteriors, LLC for roofing work actually performed in a workmanlike manner consistent with standard roofing industry practices. Colorado State Exteriors, LLC cannot pay, waive, rebate or promise to pay, wave or rebate all or part of any insurance deductable applicable to the insurance claim for payment for roofing work on you property. I HEREBY CANCEL THIS TRANSACTION nate: �_„_�f c"Ortee. S*nA tm all Oats, DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 12973 10/18/01 Property Owner: Property Address: 3815 CODY ST Contractor License No, : Company: Phone: 425-0524 Phone: Construction Value: Permit Fee: Plan Review Fee: Use Tax: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT (OWNER)(CONTRACTOR) SIGNED ATE Total: $300,00 $23,50 $0,00 $7,50 $31,00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (V.B.C.) and all other applicable Wheat idge ordinances, for "Yor.t< under this permit. , ' Use: Description: FENCE ALONG SOUTH BOUNDARY AND ACROSS FROM HOUSE TO FENCE ON SOUTH BOUNDARY BUILDING DEPARTMENT USE ONLY c 'l0'\!r ~ Approval: MLC Zoning: R-2 SIC: Sq, Ft: COMPLIES WI FENCE REGS ~ Approval: BG 10/18/01. OK SO LONG AS FENCE DOES NOT BLOCK SIGHT TRIANGLE Approval: Occupancy: Walls: Roof: Stories : Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the pr~of the buil . g codes or any other ordinance, law, rule or regulation. Please Note: " Owner I contnlCtOr Is responsible for locating property lines and IlOnstructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurat'.:: inf0Tr'1"tinn. Date: .:3//7/CY-tJ / / A Certificate of Occupancy or Completiou has been requested for: ADDRESS: .5 Purpose of Structure: Building Department Approval: Remarks: Zoning Approval: Remarks: Public Works Approval: e::>~ r-1--l1 Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval; (If Applicable) Remarks: Water District Approval; (If Applicable) Remarks: BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at ? 8 J S 00,?- I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ~>~// ~ ~~ c:~~~f-e ~~r~ :~ ) UN}? J?jp Ie /nr CS 0,"""" p"'u C<.f '- dQM'- / f . ({J~ h" :--~ #~ - UJ?-- You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date CJz"; Inspector for Building Dept. DO NOT REMOVE FORM WR6-22 Building Permit Number: 9510 Job Address: 3815 CODY ST Description of Permit: 1 story single family residence Inspection List I Number! Type Date Aooroval Remarks 26518 FE 5/11/00 DIS/DM 26519 FF 5/11/00 DISIDM 26520 FP 5/11/00 OK/DM 26521 FM 5/11/00 DIS/DM 26522 F-LANDSCAPING 5/11/00 OK/DM 26533 FP. FM 5/12/00 DIS/DM 26536 Final house w/Darin 5/12/00 DIS/DM 26540 PW 5/12/00 oU.-..l~ 26543 FP, FM wlDarin 5/16/00 OK/DM i... -- BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 32J!.5 Gv cP0.., <) r, C7 I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: t) !i/7;"Sh ..9co'cu;r :>/<>;,' hc--dr=..-! ;"': ( -;) f;:~'~ 7~~l" ~i!;l"'f "-cas,s ),.1",: :r:J h,." '!>~ c:-dkp/ of, it ~ ha.." dJ';: Ivt1'O."> b?iAl '.., .:;1;1 Oc:.;> r; ~ H/Ji~A ':~~t<"C!/,A" OJfli/c_e.r un';~ ,b,.,/Z2J fLb .!) Z ",.I4.fs ",-e ~ttJ:.-e.J 0::<--1 f??s..s*,~ .s:,..,a ' ~) G,u', 'eN- Dutk-Js ;'2A.&.i G-FC L """leG};'';'" 7) JI.c.:l ?r "1~Ehvfc-l'J: 7'h,.,d) dJ- .h:Y/Q~C~ ,"'~;J. , , ~fi c../e. j.Q,.e",~./- ;:>~/,~ -+ f'rv1eut- ur.de"",;dt, of- You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. 5ia,~ ....;J-t." /:/c code 'sAef..la;cl:-. { V /~;",";iA I?,-,':hh! J4"e.-r~~f Jai~j- hGJ'fer.s Date 5/1/ /co 6?~ - ,I ~ .' i_ ' . 0", .'_ r~c ,I O. I etor for Building Dept. /0/ j-;...,:." <>-'-""~~ ~ II 1'TD'tr,;p, DO NOT REMOVE THIS TAG FORM WR6.22 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/235-2868 FAX 303/235-2857 The City of Wheat Ridge May 2, 2000 Matt & Donna Jenkins 2232 Lamar Street Edgewater, Colorado 80214 Re: 3815 Cody Street Construction Dear Mr and Ms. Jenkins, The construction at the address listed above has a few items in specific that need immediate attention. Jake Jacobson (City of Wheat Ridge - Engineer Tech, II) and I were at the site this week and noted the following: 1. The curb cut at the south end of the site will not be used in order to facilitate the orientation of the proposed single family residence. As a result, the existing curb must be removed and replaced with the, City's standard vertical curb, gutter and sidewalk. A detail is enclosed. 2. The cover plate on the irrigation box at the south end of the site needs to be replaced with a 3.8" thick plate and recessed to match grade of the sidewalk. 3. The silt fence along the west side of the site needs be restored. 4. The drainage swales located to the west, south and north need to be re-graded to assure proper drainage. Remedies for these items should be addressed immediately. A Certificate of Occupancy will not be issued unless corrections are made. If you have any questions contact me at 303-235-2868, or Jake Jacobson at 303-910-0967. Sincerely, ~4-. Michael Garcia Development Review Engineer o I'l ~ n C) ~ o ~ C) < m i'O --\ \) )> r 0- o ..0 I o ~ \) C i'O OJ L -\ I U\ \J m L )> r ^ .--.. \) U\ to '-" U\ m z\) 0--\ ~- dO ll'Z n )> r- m z o n1 ~(j)< oem z-\7iJ orri-\ r7iJO -\ > I-\r 000 LO'e _m7iJ ~-oO' r> ll'>Z -OCJ CJm ~CJ > r l'- z..oll' VIe >;,.eO' oo(j) O~7iJ 0"> 7iJ~CJ ~>m zXo o~o me~ L~-o -CJ> -\mo IZrrl >ll'CJ >-\-\ ~-<o d -\ , ..0 ..0 0', " Ii III III II ~ " III LOl IO " mz N ZCJ . >0' 7iJ O'7iJ > em CJ -\> e -\l'- ll' zm (j)7iJ OI om " z7iJ om '" D- '" " 0>, 7iJ > CJ e ll' 0' t--l' Lffl T "- N , <:: ... ':;i ... " 0>. 7iJ > CJ e ll' --ih , -\"'-0 007iJ z-nO ~-n-n rll'F -mm 31-\ r(j) 07iJ 0> >CJ ,m N ,- o , 0'. ~ ,- o . 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 3031 235-2868 FAX 303/235-2857 The City of Wheat Ridge May 2, 2000 Matt & Donna Jenkins 2232 Lamar Street Edgewater, Colorado 80214 copy Re: 3815 Cody Street Construction Dear Mr and Ms. Jenkins, The construction at the address listed above has a few items in specific that need immediate attention. Jake Jacobson (City of Wheat Ridge - Engineer Tech. II) and I were at the site this week and noted the following: 1. The curb cut at the south end of the site will not be used in order to facilitate the orientation of the proposed single family residence. As a result, the existing curb must be removed and replaced with the City's standard vertical curb, gutter and sidewalk. 2, The cover plate on the irrigation box at the south end ofthe site needs to be replaced with a 3.8" thick plate and recessed to match grade of the sidewalk 3. The silt fence along the west side of the site needs be restored. 4. The drainage swales located to the west, south and north need to be re-graded to assure proper drainage. Remedies for these items should be addressed immediately, If you have any questions contact me at 303-235-2868, or Jake Jacobson at 303-910-0967. Sincerely, Michael Garcia Development Review Engineer Matt and Donna Jenkins Jenkins Construction Page 2 cc: Darin Morgan, Chief Building Official! Codes Administrator Greg Knudson, City Engineer Jake Jacobson, Engineering Tech II File (2) lenkinsl.1tr f BUILDING DEPARTMENT (303) 235.2855 CITY OF WHEAT RIDGE > , ~ , " ~' * * Correction Notice t, Job Located at -Sf?F;" C <:.-1;, , <''"I ~ I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: .r,? 1-' ~ . f")(, h 1-/1"4-"1' 115 I j.'15 <."7IJr/,r/J- i , / I F 4 < n/;'; .,,--;7 iA <; <: ?'[/ ./ /!{:- 1-"" /"", , J'I'~/~//.lI'-Vfl r .f riA H/-<? ' L''''-''I'-.' ~;-/"'P-:- ~.- Y. You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date 1//'//0 <? , / ;<:'/./ Inspector tor Building Dept. DO NOT REMOVE THIS TAG FOAM WA6-22 --.;. "., ". _,_'c.".."--_",,~._., . ._,","<:'._,,-.. ..-"0...... "_~_.._J--"..'..,.>_,____. ._...."_......~..~___... ,~"._'-._, BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at gfUc,- Cae/: 9' I I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: 7;"'7/,le" Ar>r/.vu J3o/f Wr.ls ~ e.Vt"'Yl</).Pr-<:.. ,.' I' IJ - '/ (,tAM<4' yA ler',:2o/ r> r. . -J.!."lr/'d"",.f I{, of.. -Iur :1;,//,<.",1/ /),- .2 I.<I,#/T' nl ,./r"h,-JII 0'1 /;t!. .. 2.1' /Llt. J /;1' . J., f/YMJ&f" f;,> lo,I ;''S 011 f' ,0,1 7 '") If,~ /' 1.:1 -;2'..1 ,.. (..,ror.., f_JO~.",.--1 lor-ke't::, <' I. ' / if? ;11 'doc rt"/ ,~fA. DOl/e.,., c //' ~'",...... ./~.r,..:-1",lo'" ,",,4// ~,.. II I I I t . i You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. ;;L,~ J Ir /00 Date Inspector lor Building Dept. DO NOT REMOVE THIS TAG FORM WR8-22 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 513/.J; L::b ~ I have this day inspected this struc re and these premises and have found the following violations of City and/or State laws gov- erning same: !>) ;0" aIr dn lest- Le4L- ? I You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date DO NOT REMOVE FORM WAS-22 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 9510 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 9/17/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 3815 CODY ST Contractor License No, : 20384 Company: JEAKINS CONSTRUCTION OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations ofthe City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description: 1 story single family residence BUILDING DEPARTMENT USE ONLY ---- Approval: SM Zoning: R-2 39% lot coverage ~ Approval: OM Okay Phone: 934-5350 Phone: 881-2775 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $114,671,00 $1.077.75 $0,00 $1.720,07 $2,797,82 Total: Use: SIC: Sq, Ft : 2000 See attached p.w. review sheet. ENGINEERING FEE $75.00 Approval: GK Occupancy: sfr Walls: Roof: Stories: Electrical License No : Company: Plumbing License No : 20518 Company :E,P,M, Plumbing Co, Expiration Date: 11/3/2000 Approval: Expiration Date: Approval: Residential Units: 1 ""-.., Mechanical License NO':1!l.871''') Company: Anderson Air Expiration Date: 12/2/2000 Approval: This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Gode of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one~half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceed ling With succeSSive phases of the/Db The lssuan permit or the approval 0 draWings and speCIfications shall not be construed to be a permIt for, nor an approval of, any Violation of the provIsions of the bUll c d~~her ordinance, law, rule or regulation l'I!; "'">- (1) (2) (3) (4) (5) (6) ctor 9510 9/17/99 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 3815 CODY ST Contractor License No, : 20384 Company: JEAKINS CONSTRUCTION OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description: 1 story single family residence BUILDING DEPARTMENT USE ONLY _~, 'T _mm~ Approval: SM Zoning: R-2 39% lot coverage ---- Approval: OM Okay Phone: 934-5350 Phone: 881-2775 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $114.671,00 $1.077.75 $0,00 $1,720,07 $2.797,82 Total: Use: SIC: Sq, Ft 2000 See attached p.w. review sheet. ENGINEERING FEE $75.00 Approval: GK Occupancy: sfr Walls: Roof: Stories: Electrical License No : Company: Plumbing License No :20518 Company :E,P,M, Plumbing Co, Expiration Date: 11/3/2000 Approval: t Expiration Date: Approval: Residential Units: 1 Mechanical License No : 20119 Company: Custom Plumbing & Heating Design Expiration Date' 1/2000 Appro I: fY\tl~ This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Gode of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or aban,donment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shalt be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty~four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) (4) (5) (6) '~, 'e ~spector ",r~ "" /:/ . I ~ .8S~-~~.___~R~ Inldntlal and Clmm8rclal Pin Inl8W PrIjBct: AM'8II: IatlI v.. , PlC_ A. \/'2. A, J4. vi. " ~ .( vt. h. .,f 1. '1"2, Plan lniI. CorIWtDlList ~ lb( ~l{ ~ct New _FIIIIY 1._ _CldySbWt ...t31. _ S11U7l111 S1II.&4 Current foundation plan must be stamped by a Colorado engineer and currently does not meet the requirements stated in the soils report. Provide egress basement windows per UBC. Section 310,4. All outlets in unfinished basement are to be GFCI protected. Show smoke detector locations per UBC, Section 310.9, label all outlets required to be GFCI protected. Provide outlets at lavatories per 1996 NEC requirements. Provide switched light at furnace and water heater. Window in Bedroom #2 does not meet natural light requirements per UBC. Section 1203, label window at master tub as tempered glass due to location, Correct handrail height on stair section to 34"-38". Provide 36"x36" landing at all exterior doors. Change General Notes to meet 30/15 roof load requirements and soils report. Plans are NOT Approved. re-submittal reauired. .. Re-submittals will be have a plan review fee of $50,00 per hour. Additional plan review fees will be paid when permit is issued. (\/ .-i 0 (\/ '" ... '" " .... .... , '" -M 0 '" '" III 0 ... rl "'''' .... ., N ~ . -W rl <D ~ N '" ;::l rlo. If) 0 00) ~,;j N(f) {ll- l-! 0) .w ~ O)-W ~ 0) ~2 ;::l-"l o III ;::l ~e-< Z..I<: , U -W -"lQ) -"! ~ ~ u.c U ;::l Q)U OJ 0 .c .c U 0 o UJ '.... .::. Q ~~ 0 .r - ('- '-...) - - (S "+ \ ---- ~, \ 0 --&:- 'M .jJ P- .... l-l U " " <Il u u Q) u u Q .... .... I-! ~ ~ g 0) u u ~ ,.< ..< .;J ~ t ~ 'H '0 'H .... ~ ~ t 0) III ~ <: 0 '" m ::> +-' .... .... ~ Ul 0) 0. 0. .0 z 0) 0 -"l 0 u ..... -W III :E: z EO ;;: ~I c w ., w PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS C"""O..nz.... c. T\." 1...'- C. Phone # ~O) - 'Z. ~ . \-:>~ I , 3M 5 C."~i S-r. t\~...... ~rlZ Building Permit Value Date~ Applicant ~ ~ .JY\'" \ 1\'" Location of Construction Purpose of Construction Single Family ~ Commercial Multi-Family _ DEVELOPMENT REVIEW FEES Development Review Processing Fee: $50.00 (for document processing) Single Family Residential Review Fee: $25.00 (for review of applicable technical documents) CommerciaUMulli-Family Review Fee: $50.00 fee (for review of existing technical documents), $500.00 fee (for review of technical documents for construction in right-of-way, final drainage report and erosion control plan). Subdivision Improvement Agreement Fee: $125.00 (for document processing and recording) Development Covenant Fee: $125.00 (for document processing and recording) CDOT Access Permit Fee: $100.00 (for document application and processing) Traffic Impact Study Review Fee: $100.00 (for document review and processing) Flood Plain Variance Review Fee: Class I = $100.00 Class II = $150.00 (for document review and processing) TOTAL REVIEW FEES: (due at time of building permit issuance) to $ t;"O. - - $ -ZS.- $ - .,- $ _6- $ -0. $ -~~ $ ~ o. $ _...~ 00 $ 1 $', - PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant !l.k )(~ Date '1/17 jq DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLlCA nON REVIEW Date: ~! Z4 /,jj Location: "3CO\S G:..c.~ ST. Attention: Building Department I have reviewed the attached materials submitted in application for approval of a n.e.w S'rl'i:. at the above referenced address. Please note the summary comments below, 1. ~ 2.~ 3. - 4. ".....- 5. --- 6. --=- 7. ---- 8. __ 9.~ 10 - 11./ 12. 13.~ 14. ------ Boundary Closure: ~ OK _ Not OK; refer to stipulations. Drainage: a. Drainage plan and report needed b. Drainage plan not needed _ c. Lot drainagelgrading to be reviewed by Building Division 25..- d. Site drainage/grading provisions have been reviewed and are: ~ OK _ Not OK; refer to stipulations. NPDES Permit Required: Yes No Public Improvements: a. street paving needed: Yes ~ No b. curb and gutter needed: Yes -2L No c. sidewalk needed: Yes -L No d. street lights needed: Yes ~ No e. storm sewer needed: _ Yes ~ No f. letter of credit required: _ Yes --.lL No If a letter of credit is required, for what improvemen~ Amount of letter of credit: Subdivision Improvement A~eement required: Yes Development Covenant reqUIred: Yes If Yes, for Traffic impact analysis and report required: Yes State Highway Access Permit needed: Yes New roadway or alley R.O.W. dedication recommended: Yes If yes, what is recommended? All ing dedicated roadwayslalleys meet the standards of the City:~ Yes If 0, w 'ch do not and what is requested: s Department has reviewed this request and hereby gives its d/or attached stipulations, "/24 /'1~ Gr udson Date I . NO APPR AL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: X No --K. No )( No -K... No .JL No No Signature Greg Knudson Stipulations attached: _ Yes Date ...15.. No Summary comm~}~1~~~~~ ;:~n~:.. ~~\~ \~~fTT5 ~~~ A .J ftb ,,~c..r:-, ~D-"~, The City of 7500 WEST 29TH AVENUE . WHEAT RIDGE, COLORADO 80215 GWheat GRidge LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE ~l?~ \ ." ADDRESS 3%\1:) (" ""P'\ ~. Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s)of the public improvements at this address. ou have any questions, please contact me at 235-2868. i cc: File (303) 234.5900 ' ADMINISTRATION FAX: 234.5924 POLICE DEPARTMENT FAX: 235.2949 Aug-16-99 03:46P HCL Eng & Surv 303 773 3297 P.03 t.V .... ... 1IIl. . HCL .... ... .. . EnRllleerlllR 8. SllrveyhlR. LLt August 16, 1999 Donna Jeakins Jeakins Construction. LLC 2232 Lamar St. Edgewater, CO 80214 Re 3815 Cody Street Dear Donna: This lelter is in response to your reQuest for confirmation of the availability of sanitary sewer service for the above parcel. It is the District's understanding that the property north of the lot labeled as 8501 W 38'" Ave. has been subdivided to form the above-referenced address, If this is the case, the subject property is entirely within tne boundary and service area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by the Metro Wastewater Reclamation District (Metro), Wheat Ridge Sanitation District faCilities in this area consist of a 6-inch sanitary sewer main in Cody Street. This parcel IS subject to the assessment of both Wheat Ridge Sanitation District and Metro tap charges, The subdividers and/or developers may be required to extend sewer lines to their project sites and/or share in the cost of providing additional capacity to serve their projects I n addition, you should be aware that the District requires approval of plans for sewer service connections. determination of tap fees. as well as inspection of construction by the District's Engineer, If you have any questions regarding this communication. please call us at 770-7272. Very truly yours, ~~7/hhu/ ~l. William KG(rown, rlE.1 Engineer for the Wheat Ridge Sanitation District cc: District Office 791H E, llrllrvlCw Avc. SIC B() . Englewood. CO HIIIII . PhOtIC nO,) 7H-11>05 . Fax 00\) 77 H1'17 w Company: JEAKINS CONSTRUCTION Address: 2232 LAMAR STREET City: EDGEWATER CO 80214 Type of License: Building Contractor CityLic: 20384 Phone: 881-2775 Fax: Date Issued: 7/1/99 Expiration Date: 6/3012000 ," GINSPECTOR JEAKINS CONSTRUCTION 2232 LAMAR STREET EDGEWATER, CO 80214 IM4.a ~ ......lII'III ' 'PIeIIe"to SecIlon 260 \ '\- .... RIdJr CcdJojr- ,~~P,\5 (0t;'( ~T ZoaIna - d-. Fi4INr/&t"-...' Prout al ': Rear \ a Side 13.\1:\' Side S' Hcl~ Zo I Lot Covel'llP. ? '1 'I. AddidoDal t"1U'I'I1I'Y!ftt. , RcvIcwaI b7. "7/4'- Date 'bJT-'7/'1'3 J t 13,10' ~._~ f\lor'th DlC1dop...t SfHdardI Please refer to SecIlon 260 WMat RJd&e CcdJ ojUtw Address ZonIng l'roptwd &tbacb: Front Rear Side Side Helsbl Lot Covel'llP. Additional ~""'mll"'" l.\.l . z ,-- Reviewed b7. Date -1 L- . f",.j.;O ( af,r. Cone kJ",ll\ i 1 1 I L__~~-t-- -so';:~----- S;J.-e w",J K I Lot 3 I r;c""/~ Hovse. Jq/)CA.'Adn9r; b.... L:lcstr-feJ .; .'- iI'j ao .Q \1 ~ ... tJ ~ (~ I ~ t-I ..l.\ Q\ r- -- -- I ': , I r ....--,------....J S' (one.. Or"vc "- rl ;) 7 rr s ei-b <(. Co fr- Ihl..wll) ~. flit lectIon 26-30(N) oC WR Code a/Law, 'or I1l8idcntial uses, the frrst 25 feet from tdge oCpavement of a public street into JlI'OI*ty shall be paved to a width no lesa than 20 feet. Dln-.... 171~""': .... rdlrlll SeclIaD260 IL\ RMt RIlIJrCWtof'- , ~ 2-0'2,\<::' ('DI:'>'-\ 'ST ZoaIna R . d-. '''4 ~JJ t ",...,I:t: ....d ( FIOIIt ;;.g , RaI' 7'Jf' ~ I z.. Side ~ IS' Sldc "i ' Hcl~ 1e;?o' LotCovcraF."3~ 'j" AddIIioIIlI1 C^",,"....t. , ~.....---........."-~""..",.,...-.~. J p~f =.......1' 1IIl' PleIiie' III Scl:tlGa 2642. f"'" CWtof'- ~.;.s''20~ (CY'Il ~ :::" lA"lnR . . Street Trees: '1tequIrec\ P.~ Addltlnnal trClCl8 or shrubs: 1tequIrec\ P\\'lJlOICl\ J>cn:cata&Clof1.JlnAppcd Area AddIllQIIAI ~ 2. ---- Dale e)1-3/qtt ( RevIcwlld By DaI.ll RcvicMdb7 ~ f' I' ae- (PFl 1 I r I L- _.....~ -t fI,..+,'O , \, Development Standards Please refer to Section 26- W/reQt Ridge Cads olLaw. Address Zoning Propoled Setbacks: Front Rear Side Side Height Lot~ Additional C4mm....t. , i> IrI " Ill) I: .J:l '" -.; "- " , h I" '" OQ "J ( ') 000 J i L RevicMd 117 I DaI.ll "\) '" (J \j (:. Ie.. F~,.. < "':. '-if -tI Il\ P..t>'. F<,::..'e S' /3./0' ~- .,-.... , 00 ..-' c OtIC ' IJ~/k f )C", ("r-'" Y') "J')c_rJ" ,f., ;,1'", (0('1 ( . Or.'vc. r- C\ ,,:IIIU f':1r. fit" ........, I I Holt\ ((d$~~ --'J (!fS .- . . 75'.00' ---~-'t -~-~-SO;I'i'o((''E S,'.:!c.wAIK ,- ~/"~ .' . '1eetr~::;~~#co~l!n....,_ F' ~ 1 }-". WorTh 5/TF PLAlif "---. Lof 3 I Lo ~~5(Jbr:J ,.v,~jion "? ...........,....4 Tnt 'utL.. 26-30(N) of WR Code ofLtlwl 'or RSidcntlal uses, the first 25 feet from . of pavement of a public street into tb ,~ JlNt-iy shall be paved to a width no less than 20 feet L, c' r < .. -..TH AV( ~ l , 1. ~ . .. ,~ ~ ~ I I .. 32tro AVE VICINITY MAP SCAlE.: f"-2OOO cc A PART OF THE 5E1/4 0' OF THE 6TH P.M., w , '" " SCALE: '"-20' UNPLATTED ZONED R-2 . t . i . > . i i ~ ~ ~ u e . . ~ ii ~ ~ DECIDUOUS TIlEr N 01 w'" 38 a.Z z~ :J . CONIFLROUS TREI ~ . ~ 1 ~::'/NO,," / ;~ ~ \ i f1 i J -i~,(h,';Z~,'''~,,~ C"~~E ,!~ ~.o;'r'n) ~ t J 1 ~'~~t < ~ I f j f~'~'o ':-~, ~ : H t lid !% 0".; ~ ~ ~ ~!i 0 ; 1 J~f';1 ~~ :1 <) SO II O-W ~ 8 ~ 1 "......, ;,f^' :f' LS;;;'2 ~ m ~~~ QT LOT 1 10.54\1 S.r. ZONED 11-2 e .'I~,C", .":'. 12'" I'" 'T -S 1/4 COFl SEC. Z2 13s. R69..... FND. J l/T 1M. BRASS "" .. RMIG[ BOX Sf AMf>ED CfTY OF WHEAT Il:lOOE LS. NO. 13212 75.00' 12.1115' D<TENTK>< """'''"'' I ~Il -I !I LOT 4 1I,7151,s.r. ZONED R-2 seV37'28"W 82.98' P~o ". I ~2!.,3 H89'47"Oe"( ZONED 1t-2 0.07' 8 ~ f-~ W~ W cr:: f- (J) 2'0' ~ EGRESS .. Ul'I. awr "': " SU'J7"ZII"w 12.1l~' >- o o u ..... BL 1 ."" w= 31TH ....... ~ E>OSnNO""""'" "'...... ::l ~ ~ " LOT 2 ~ z ~ " 0 -~ lI.(IOJ5.F. . " ZOtfEDIl-2 ~t;i b . t~ '< .. %\''2r:r It. . ,.. 12" 12" ,.. '0' _ --.L &3.13' In "'163.1" ~cfifi:lrw.~=EsRfJ'~'(ll CfTYOf"WHEA.TIIIOCE RtCEFT. NO. 1l2~11l'2 """'''"'''''' WEST 38TH WS-It5-1 ~T[ PRtPNtED: t/l1/IIS RE\1SED: 7/28/115 REVISED; ,/lS/IlS REV&!>: to/ll5/'VS IO'J:l0'~N1 SiDCW-'LJ( ESWl OEDlCA.T[D to ni[ CITY or WHtAT lIIIOC('" ncs P\.AT Sllri'JI2~W_2305.J9' sarJ7"28"W: Lsu.m; TJS. RI AVENUE ... OVW P'REPAR([lIN: ~.ASSOCli'.m 2430 SO. UNMRSITY "\'tI~ '2OJ l:lEN'If:R,COLORIrOOICl210 TELE: (3OJ) 722-32157 w .... ... .. . HCL .... ... .. . Engineering & Surveying, LLC August 16, 1999 Donna Jeakins Jeakins Construction, LLC 2232 Lamar St. Edgewater, CO 80214 Re. 3815 Cody Street Dear Donna: This letter is in response to your request for confirmation of the availability of sanitary sewer service for the above parcel. It is the District's understanding that the property north of the lot labeled as 8501 W. 38th Ave. has been subdivided to form the above-referenced address. If this is the case, the subject property is entirely within the boundary and service area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by the Metro Wastewater Reclamation District (Metro). Wheat Ridge Sanitation District facilities in this area consist of a 6-inch sanitary sewer main in Cody Street. This parcel is subject to the assessment of both Wheat Ridge Sanitation District and Metro tap charges. The subdividers andlor developers may be required to extend sewer lines to their project sites and/or share in the cost of providing additional capacity to serve their projects. In addition, you should be aware that the District requires approval of plans for sewer service connections, determination of tap fees, as well as inspection of construction by the District's Engineer. If you have any questions regarding this communication, please call us at 770-7272. Very truly yours, E~~' Engineer for the Wheat Ridge Sanitation District cc: District Office 7901 E. Belleview Ave. Ste 230 . Englewood, CO 80111 . Phone (303) 773-1605 . Fax (303) 773-3297 / I Df.PARTMENT OF PLANNING AND DEVELOPMENT , BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: JlI / ~/'f'l , APPUC(\'TIO N Property Owner: Property Address: Contractor License No. : /IIlll'r,'q LUoje-,'k 33/ $" eo '-y st. d-O 3J' <{ Phone: 303. <r6'1-52.SV Company: :r".li,'tl-S Co VI &+r<<c t.'c h) L./..-C OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND' AGREEMENT Phone: ,?>O -3 .;):e,f -13/1 Construction Value: / I~ 6, ". t70 Permit Fee: I en '7. r ~ UseTax: 'l~.07 Total: d. 1i'7. .r~ I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate: that I have read and aQree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge Ord~ work under this permit ' (OWNER)(CONTRACTOR) SIGNED ~~ DATE J>/.-'3/ff Use: Description : I S1-0,/ S /"':J Ie- ,h....:1,; ho......... 'O/z,,,>/'1'l SIC: Sq, Ft.: 'Z.4lot,~ / / BUILDING DEPARTMENT USE ONLY '?Jq ./~ GoveKaP;j-- Approval: ~~ ~ 1'.v.).lZe"Ie...J~1O-1 Approval: t.. 'B/-zA-} "1'1. Occupancy: Walls: Roof: Stories: t'h'J cr(fp(rr RIEClE~ AUG 1 IS 1999 Residential Units: Electrical License No . Plumb 9 License No : 119 /lLM Mechanical License No Expiration Date: Approval : Expiration Date: Approval : Expiration Date: Approval: This permit was Issued in accordance with the proviaions set forth in yopur application and is subject to Ule laws of the State of Colofado and to the Zoning Regulations and Bulldl~ Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the wertt authorized is not commenced within sixty (60) days from Issue date or (B) the building authortzed Is suspended or abandoned for a period of 120 days. If this permit expires, a new perrmt may be acquired for a fee of one.halt the amount nonnally required, provided no changes have been or will be made in the original plans and spec;ificatlons and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all Inspections and shaJl receive proceediing with successlve ph.... of the job, ~ (6) 'rhe issua a permit or the approval of drawings and specifications shall not be construed to be a permit of the . i code any other ordinance, law, rule or regulation. ~ inspection card before . ~ of the provisions (1) (2) (3) -- ..!~ F-'"',,, '/J=-O .... '-.. " "- ,..r-~ .;:,:./ 1 5 ~999 ) w SOIL ANALYTICS AND FOUNDATION ENGINEERING, INC. MICHAEL A. LAIRD, P.E., PRESIDENT CONSULTANTS IN CIVIL ENGINEERING 10460 WEST VIRGINIA AVENUE LAKEWOOD, COLORADO .80226a2648 JOB #3704A 30:H8lH22ll August 11, 1999 Matt & Donna Jeakins Jeakins Construction 2232 Lamar Street Edgewater, Colorado 80214 Telephone: (H) 303-238-1371 (0) 303-425-1357 (M) 303-810-6230 (F) 303-432-7570 Subject: Soil and foundation investigation for a proposed residence to be located on Lot #3, Block #1, Cody Subdivision, Wheat Ridge, Jefferson County, Colorado. (Reference address: 3815 Cody Street.) Dear Mr. & Mrs. Jeakins: As requested, we conducted a soil and foundation investigation at the subject site on August 7, 1999. The foundation investigation was performed by drilling two test borings to depths of 25'-0" and 15'-0" within the planned construction area. The locations of the test borings and the logs of subsurface materials are enclosed. The discussion and recommendations presented below are based on the results of data gathered during the site investigation, observation of general field conditions, and previous experience in the area with similar materials. PROPOSED CONSTRUCTION As we understand, a single family residence will be constructed at the site. The proposed structure is planned to contain a raised basement level and an attached garage. The depth of the foundation excavation and construction is expected to range from a minimum of 2'-0" to a maximum of 6'-6". Foundation loadings for the proposed structure should be relatively light. SITE AND SUBSOIL CONDmONS The site of the proposed construction is a moderately sloping parcel in an urban residential area. The structure will be placed over the area of our two foundation test borings, whose locations are shown on Figure 1. Generally speaking, the ground Mr. & Mrs. Jeakins Soil Analytics -2- August 11, 1999 Job #3704A surface in the area of the structure slopes towards the north at about 6 to 7 percent. The existing ground cover consists of grasses and weeds. Soil conditions in the area of the two test borings are variable with depth below groundleveI. Foundation Boring # 1, which was drilled in the northeast portion of the building site, encountered loose to medium and medium moist fill and clayey topsoils from groundlevel to a depth of 1'-6"; stiff and moist to medium moist sandy clays from 1'-6" to 8'-0"; medium to stiff and very moist to wet sandy clays from 8'-0" to 15'-0"; and very stiff to hard and very moist claystone bedrock materials from 15'-0" to at least 25'-0", the maximum depth explored. Foundation Boring #2, which was drilled in the southwest portion of the building site, encountered loose to medium and medium moist fill and clayey topsoils from groundlevel to a depth of 1'-6"; stiff and moist to medium moist sandy clays from 1'-6" to 8'-0"; and medium to stiff and very moist to wet sandy clays from 8'-0" to at least 15'-0". Free groundwater was encountered in the borings during the investigation at depths of 9'-2" and 10'-0". TEST RESULTS AND GEOTECHNICAL CONSIDERATIONS The subsoils at the site were carefully inspected as the cuttings were recovered from the test borings, and the resistance of the materials to the advancement of the drilling augers was noted. In addition, Field Penetration Tests were performed at selected depths to assist in evaluating the allowable bearing value of the soils and to provide undisturbed samples for precise examination and for testing in a one-dimensional consolidation unit. Based on the results of the investigation combined with previous experience with similar subsoil conditions, the most pertinent foundation engineering characteristics and considerations at the site are as follows: 1. All upper fill and organic topsoil and all disturbed and incompetent materials present after excavation should be completely removed from all foundation footing bearing areas since they could result in unacceptable foundation settlements. The borings encountered such materials to a depth of 1'-6". 2. The borings encountered stiff to medium consistency sandy clays from the base of the upper topsoil to depths below planned bearing levels. These soils are capable of supporting footings at a moderate soil pressure provided that excessive post construction wetting does not occur. If the moisture content increases these Mr. & Mrs, Jeakins Soil Analytics -3- August 11, 1999 Job #3704A soils will exhibit low swelling properties under light foundation pressures. If these soils are overloaded they may compress upon wetting. 3. Below the 9 foot to 10 foot level, the borings encountered free water. The depth of foundation excavation and construction should be limited to no more than 7.0 feet to provide an ample cushion layer over the underlying water table. FOUNDATION RECOMMENDATIONS Controlled Pressure Foundation System With A Limit Of 7.0 Feet On The Maximum Depth Of Foundation Excavation And Footing Construction Provided that the owners take special precautions to prevent excessive wetting of the subgrade and carefully follow all of the recommendations and requirements of this report in the construction of the foundation system, then it appears feasible to support the structure using a controlled pressure foundation system. Pressure foundations for the proposed building which are constructed according to the recommendations of this report and which are constructed np deeper than 7.0 feet below the original groundlevel so as to leave an ample cushion over the underlying water table should be designed for a maximum allowable soil bearing pressure of 2,500 psf and for a minimum dead load pressure of 750 psf. According to these criteria, foundations will probably be designed and constructed as properly proportioned spread footings or as grade beams and pads in lightly loaded areas. The final determination of actual foundation sizes and areas will be made based on the plans for the proposed building, the criteria given above, and calculations by the foundation design engineer. All foundations must be placed sufficiently deep below final exterior grades to provide protection against frost action. In addition, we recommend that all concrete foundation walls contain sufficient horizontal reinforcing to enable them to span an unsupported distance of at least 15 feet. A 4 inch thick void form material should be used beneath the portions of all foundation walls that are to be constructed as grade beams spanning between pads. Great care should be taken to maintain the integrity of the void forming material during construction and to prevent collapsing it during backfilling. The excavation should be made with a front end loader by an experienced operator. All upper disturbed and incompetent soils including the existing fill and clayey topsoil should be completely removed from foundation bearing areas to avoid settlement. Great care must be taken not to undercut Mr. & Mrs. Jeakins Soil Analytics -4- August 11, 1999 Job #3704A the base of the excavation. If the excavation is undercut, the low areas should be levelled and the grade restored using properly compacted 'granite sand' structural fill. Do not use clay soils as compacted fill below pressure footing foundations. If the clay soils at the site are compacted to higher densities than natural, they will tend to become more expansive and have a greater damage potential than is indicated by the attached test results. LIMITATION ON THE DEPTH OF FOUNDATION EXCAVATION AND FOOTING CONSTRUCfION As previously noted, free groundwater was encountered in the borings at depth of 9'-2" and 10'-0". In order to leave an ample protective cushion over the water table, the depth of foundation excavation and construction should not exceed 7.0 feet below the existing groundlevel. If the excavation exceeds 7.0 feet the risk of soil disturbance and other undesirable consequences will increase. PREPARATION OF UNSUITABLE FOUNDATION BEARING AREAS Extreme care must be used in the preparation of all foundation bearing areas since the minimum dead load pressures used to resist swelling could result in excessive settlement if incompetent materials are present. Prior to foundation construction the base of the completed excavation should be thoroughly checked. All unsuitable foundation materials, including all old fill, topsoil, incompetent, disturbed, and frozen soils, must be completely removed from foundation bearing areas and the resulting excavation backfilled with good quality, non expansive, structural fill materials ('granite sand' is preferred) compacted to 100 percent of standard Proctor density at optimum moisture content. All structural fill must be compacted in 8-inch lifts to the stated density level and moisture content. The compacted backfill must extend upward to the level of all structural foundation elements. ACTIVE CASE LATERAL EARTH PRESSURES ON FOUNDATIONS The sandy clays at the site are only fair materials for use as backfill for foundation walls since they can result in increased lateral pressures if they are overcompacted and if they are wetted and swell after construction, or they can settle and result in poor drainage if they are not compacted. The best material for wall backfill is a non expansive low permeability structural fill such as granite sand. As an option, the most friable and sandy of the excavated materials can be segregated, stockpiled, and evaluated for use as backfill behind walls. Assuming that the backfill behind foundation walls is carefully Mr. & Mrs. Jeakins Soil Analytics -5- August 11, 1999 Job #3704A and lightly compacted using hand equipment to the extent that it does not settle after construction, the walls retaining such fill should be designed for an equivalent active case fluid unit weight of at least 45 pounds per cubic foot. Care must be taken not to overcompact the backfill or to operate heavy equipment above the foundation wall backfill since this will result in excessive earth pressure on foundation walls. The backfill should not be puddled since the trapped water will percolate downward over time and cause underlying expansive materials to swell or compressible soils to settle. If the owner uses objectionable clayey materials as backfill in spite of the risks, then the clays should be placed so as to minimize the lateral pressures that will be exerted on the foundation walls by compaction or subsequent swelling. Heavy compaction must not be perfo'rmed since overcompaction will not only result in initial excessive earth pressures but will cause the soils to develop higher swelling pressures if they are wetted. The greater the density of a clay material, the greater will be its swelling characteristics, other factors being equal. For this reason, clay backfill behind foundation walls should be only lightly compacted by hand equipment to about 90 percent of standard Proctor density at optimum moisture content. While low densities are desirable to lessen lateral pressures on walls, if they are too low the backfill may settle after construction. Therefore, the desired density is the lowest density needed to prevent settlement of the backfill after construction. If swelling of the backfill becomes a factor, extremely high pressures can result which equal the swelling pressure of the material. If clays are used as backfill for foundation walls, the walls should be designed to resist an equivalent active case fluid unit weight of at least 55 pef. FOUNDATION REINFORCING All foundation grade beams must be well reinforced in accordance with the structural requirements. Refer to the foundation design prepared by the structural engineer. FLOOR CONSTRUCTION As previously noted, the soils at the base of the proposed basement cut appear to have a low swell rating. Since it is not possible to concentrate enough dead load on floor slabs to counteract the developed swelling pressures of underlying expansive materials, any floors constructed as slabs-on-grade on the natural materials at the site may experience some post construction movement upon wetting of the subgrade. The test results suggest that the Mr. & Mrs, Jeakins Soil Analytics -6- August 11, 1999 Job #3704A magnitude of future slab movements will probably be in a slight to mild category. If the builder wishes to eliminate the possibility of floor heaving, then the only reliable solution to our knowledge is the construction of a structural floor with an air space below the floor. If the builder does not utilize a structurally supported floor system over an air space but constructs slabs bearing on subgrade materials, then the construction of all floor slabs above soil materials and under conditions where some uplift could occur after construction must utilize the following details and precautions. While these details will not necessarily prevent slab movements they will help prevent the slab movements that do occur from affecting either the foundation or the superstructure of the building and from being overly objectionable. 1. Separate the slabs from all bearing members and utility lines to allow their independent movement--construct "floating" slabs. Provide positive control joints at the junction of the slabs with foundation walls, and provide frictionless sleeves for all columns and utility lines which pass through slabs. 2. Joints should be scored in the slabs at maximum 2DD-square foot areas. 3. If hot-water heat is used, the piping should not be placed beneath the concrete slab. If a forced-air furnace is used, a minimum 2.5-inch collapsible connection should be provided between the furnace and the heat ducts. Provide flexible connections for all slab bearing mechanical equipment to allow for at least 2.5 inches of vertical movement. 4. Construct a minimum 2.5-inch void space above or below all partitions located immediately above concrete slabs-on-grade. 5. Do not use rigid floor coverings such as wood or tile which will readily reflect even slight movement or cracking of the concrete slab. Rather, use a carpet floor covering which can be expected to mask any cracking or movement of the slab. In addition, good backfill and surface drainage should be provided, and lawn irrigation minimized, as discussed later in this report. Mr. & Mrs. Jeakins Soil Analytics -7- August 11, 1999 Job #3704A BACKFILL AND SURFACE DRAINAGE In view of the subsurface conditions at the site, the foundation soils should be prevented from being excessively wetted after construction. This can generally be assisted by using a low permeability backfill and by compacting the backfill sufficiently so that it does not settle following construction. The backfill should be free of debris and should be compacted taking into account the considerations described in the previous section on lateral earth pressures. Some water may be blended with the backfill in the stockpile but away from foundation locations to permit proper compaction; however, the backfill must not be puddled. If compaction is not feasible, a berm may be constructed adjacent to the foundation walls to allow for a good slope away from the building even if some settlement should occur. Precautions must be taken to prevent the entrapment of free water within any portion of the excavation during construction. If any settlement should occur in the backfill, it could adversely affect utility lines which transmit fluids and pass through the grade beam foundation walls. It is not uncommon for such piping to shear at the foundation walls due to movements in the backfill. It is recommended that the pipes pass through slotted openings in the foundation walls or that flexible connections be used to compensate for shifting of the foundation wall backfill. It is also recommended that all water lines be carefully pressure tested prior to final acceptance and that any leaks detected be repaired. The final grade should be sloped well away from the structure on all sides. A minimum slope of 12 inches in the first 10 feet is recommended. All downspouts should discharge into extensions which slope away from the foundation walls and extend beyond the limits of all backfill. The points of discharge should be at least 5 feet from the foundation walls and good drainage should be maintained at and beyond all discharge points. All future owners of the structure should be advised of the presence of the underlying low swelling materials, their potential detrimental effects to the structure, and the need for keeping moisture away from the foundation and slab-on-ground areas. In no event should an automatic sprinkler system be installed next to the foundation walls. There should be minimal watering or irrigation within 5 feet of the foundation walls. The ground surface in the area may be lined with a suitable geotextile fabric to control plant growth. The area next to the structure may then be covered with gravel, bark chips, or other materials requiring no rainfall or irrigation. Mr. & Mrs. Je.kins Soil An.lytics -8- August 11, 1999 Job #3704A SUBSURFACE UNDERDRAIN The results of the investigation indicate that an underdrain system should be installed in conjunction with basement level construction at this site. Refer to the attached detail of a suggested foundation underdrain system. The drain pipes should be at least 4 inches in diameter, should be placed below the floor level, should be surrounded by free-draining granular material, and should be graded to sumps at a minimum slope of 1 percent. Provisions should be made to remove collected water from the sumps by pumping or by gravity flow to a suitable daylight outlet. The drain system should be constructed to relieve any water buildup in the exterior backfill around foundation walls. LIMITATIONS The above recommendations are based on the exact location where the test holes were drilled, the proposed construction, and the assumption that the subsurface conditions do not vary greatly from those encountered in the test borings. The investigation was conducted and the report has been prepared in accordance with generally accepted geotechnical engineering practice in the Denver area, and no other warranty, expressed or implied, is made. This report has addressed basic foundation design matters. If you should have any questions, or if I can be of further service, please do not hesitate to give me a call for clarification. Sincerely yours, Michael A. Laird, Consulting Engine MAL/vjs enc DEPTH LOG OF SUBSURFACE CONDITIONS (See Figure 1 for Test Hole Locations) DESCRIPTION FOUNDATION TEST BORING #1 0'-0" - 1'-6" 1'_6" - 8'-0" 8'-0" -15'-0" 15'-0" - 25'-0" FILL & CLAYEY TOPSOIL (SC-CU, loose to medium, fill and topsoil contain organic materials including grass clippings, dark brown, medium moist. SANDY CLAY (CU. stiff, low plasticity, contains some very sandy zones and scattered gravel, light brown, moist to medium moist. " SANDY CLAY (CU. medium to stiff, low plasticity, slightly calcareous, contains scattered gravel, brown to tan, very moist to wet. CLA YSTONE BEDROCK. very stiff to hard, severely weathered, medium to high plasticity, gray-brown, very moist. "NOTE: Free groundwater formed in this boring at a depth of about 9'-2" shortly after drilling was completed. FOUNDATION TEST BORING #2 0'-0" - 1 '-6" 1'-6" - 8'-0" 8'-0" -15'-0" FILL & CLAYEY TOPSOIL (SC-CU, loose to medium, fill and topsoil contain organic materials including grass clippings, dark brown, medium moist. SANDY CLAY (CU. stiff, low plasticity, contains some very sandy zones and scattered gravel, light brown, moist to medium moist. "SANDY CLAY (CU. medium to stiff, low plasticity, slightly calcareous, contains scattered gravel, brown to tan, very moist to wet. "NOTE: Free groundwater formed in this boring at a depth of about 10'-0" shortly after drilling was completed. NOTES 1. The exploratory test borings were drilled on August 7, 1999. 2. The locations of the test borings are shown on Figure 1. It is not warranted that the subsurface conditions given above are representative of conditions at other locations and other times. In the event that conditions different from those described herein are encountered during construction, the soil engineer must be notified immediately. 3. Free groundwater formed in the borings during the investigation at the depths listed above. TEST RESULTS 1. Field Penetration Test at 3' -0" in Boring # 1: 17 blows / foot. 2. Field Penetration Test at 6'-0" in Boring #1: 15 blows/foot. 3. Field Penetration Test at 10'-0" in Boring #1: 11 blows/foot. 4. Field Penetration Test at 3'-6" in Boring #2: 14 blows/foot. 5. Field Penetration Test at 6'-6" in Boring #2: 12 blows/foot. 6. Field Penetration Test at 9'-0" in Boring #2: 10 blows/foot. N FTB #1 . PROPOSED HOUSE CODY STREET . FTB #2 LOT #3, BLOCK #1, CODY SUBDlVlSION, WHEAT RIDGE, JEFFERSON COUNTY, COLORADO (IWfERENCIl ADDRESS: 3815 CpO\' STREET) , 1" .. 20'-0" FIGURE 1 4 3 2 ~ Iii 1 z ~ ... 0 , z 0 iJj 1 ~ "- ::; 0 u 2 3 4 3 2 z 0 Iii Z 1 <: "- ~ , ... 0 , z 0 Iii ffi 1 '" !:1 8 2 3 SOIL ANAL YTICS AND FOUND A TION ENGINEERING, INC. ONE DIMENSIONAL SWELL/CONSOLIDATION TEST SAMPLE FROM FOUNDATION TEST BORING #1 AT A DEPTH OF 3'-0" (SANDY CLAY) @ = Expansion due to wetting under constant pressure @ = Compression on '" wetting ID " @ = No movement on , wetting .... ~ ~ r'l~ 0.1 1.0 10.0 SAMPLE FROM FOUNDATION TEST BORING #1 AT A DEPTH OF 6'-0" (SANDY CLAY) @ = Expansion due to wetting under constant pressure @ = Compression on wetting ( E' ... @ = No movement on wetting bI .... " '" , .. 1 0,1 1~ l~O VERTICAL PRESSURE, KSF FIGURE 2 4 3 2 5 Vi 1 z ..: "- t:i , "" 0 , z 0 1Jj 1 ~ ::; 8 2 3 4 3 2 z 0 Vi z 1 ..: "- t:i , "" 0 , z 0 Vi ~ 1 ~ 8 2 3 SOIL ANALYTIeS AND FOUNDATION ENGINEERING, INC. ONE DIMENSIONAL SWELL/CONSOLIDATION TEST SAMPLE FROM FOUNDA nON TEST BORING #2 AT A DEPTH OF 3'-6" (SANDY CLAY) @ = Expansion due to wetting under constant pressure @ = Compression on wetting E' @ = No movement on :& .......... wetting ~ "- '\ r\. . 0.1 1.0 10.0 SAMPLE FROM FOUNDA nON TEST BORING #2 AT A DEPTH OF 6'.6" (SANDY CLAY) @ = Expansion due to wetting under constant pressure @ = Compression on wetting I ID @ = No movement on .... wetting '" '- , " 0.1 1.0 10.0 VERTICAL PRESSURE, KSF FIGURE 3 4 3 2 z 9 en 1 z 0: (;l ... 0 , z 0 ~ 1 :;; 0 u 2 3 SOIL ANAL Yfles AND FOUNDATION ENGINEERING, INC. ONE DIMENSIONAL SWELL/CONSOLIDATION TEST SAMPLE FROM FOUNDATION TEST BORING #2 AT A DEPTH OF 9'.0" (SANDY eLA Y) @ = Expansion due to wetting under constant pressure @ = Compression on wetting BJ @ = No movement on wetting .,.. " \ 0.1 1.0 10.0 @ = Expansion due to wetting under constant pressure @ = Compression on wetting @ = No movement on wetting 0.1 In l~O VERTICAL PRESSURE, KSF FIGURE 4 Floating Concrete Slab .~'~"'l:.'..;.~:. e -. A r \~i1 ;J. ., Foundation Wall .. , '. ...... Dampproofing ;....... . .., Expansion Joint a. "0 ...... ,:,'''''. :'. ..: . ,. ...: . ....:.". .. " .... ....10 . .. Edge of Excavation ~ -; Oean Gravel (3/4" Min.) Geotexti1e Filtration Fabric ;:'.' \ .~::.-..... :.::::,: ~.:; :..!:~..,;.:::;'~'.: ~'r"': '~..~..: ~ ~ C {!11" . ()" ~ ~ . " , . eo .. &' ~ I'~ 0 # # .,- .~, 4f1A......4C DO'C):tt t> Oean Gravel Drainage Layer (3/4" Min.). 4-Mil Polyethylene along bottom of excavation and glued to side of foundation 4" Penorated Underdrain Pipe - Slope 1 18" per foot to daylight outlet or sump. Provide 3" minimum dearance all around pipe. Sump Pit with Pump - Lateral drain pipe in gravel layer discharges into sump. FOUNDATION UNDERDRAIN SYSTEM FIGURE 5 AUG-05-1999 16:40 P.02 w CITY OF WHEAT Il (DGE CERTlFlCATE OF WATER AND SEWEll SERVICE A V AILABn.lTY Note to Applicant: A building permit will not be issued vithout this Certificate signed by the District O~ Agency supp1ying:serviees. This Certificate e:cires one year from date of aDomval bv authorm.nQ' a2erJ~ .J II S L'7obY \\'r.e~.€7' Job Address O"te Legal Description Use of 8uilding Owner Address Telephone SEWER N<IIIIC afD~ IndMdua1 Scptie Pemlit No. ( ) Sewer Scmc= Available ( ) S..... Sert := Not AY8ilable COllllllCll/3 or CODdiIiOlIS: r IIerdly c:nify tlIat avai1abilityof semce is as ilUll=led above. Signalllrll of AwJIorizl:d A&eat Iell'emllt County HeaIIh ~ (IF SEmC) " Pale AutharU:el1: igD2lUl'e DIIIC \. / ',.-j WATER Name at Dislrict: IdF4r r; ~ \..~ ColonJdo Well Ptm\it No. ri.Waw Semce Available () Wa\er Set' ice NOI Av.lilablc Comment$ or Condirioas: 171~~~!,of--=isUiadi==~ Sig""""" of Aulboriad Ieir.""'D Coumy Health Depar'lDleIIt (1F WEU.) ~fr9 Dale Alllllorizcd .;gJI3l\lIl: Data ** m'D:! d 1tjLOl ** .. '\1' f ..~~ F ~i:j'i'S' i .' ~. ~ . ! ~!: E . ~ ~ ,t' ~ "n;.-- Jo4 '< '!I; 8,. ~ b ft ~ ~~!' ~ 8~i f: ~ Hi t ~ '1" $ 9 Ii'~' ~ :!tt ~ :r ~! i nl ". ~lfl!. ~ :li! ... . ... J; ;r ~ ,. lit... ~ a.. n !'~' ~ ~a~ ~. '" ~ .,.' .. o. ~" f ~ i'i II '= ,,' l;Sif !r 8..~' ~ ~~ ~ . ~ . 0 r~ ~'! . .~ n, .~~ ~l .... f >" ~ ~ .. t,J ~ ,.." lot "all , ... ! ~. i." - w" ~ ".. ~ 0- t ""I ~ ,,-- .,," ~. Iii" . : .. , H~ l'!\i- "(f ~~- !l! ~: lL~. . .1. !! - 01 o w ~ o City of Wheat Ridge Planning and Development Department Memorandum TO: Alan White, Director of Planning and Development FROM: Chris Cramer, Planning Intern SUBJECT: W A-99-20/3815 Cody Street DATE: August 2, 1999 Case No. W A-99-20, an application by Jenkins Construction requesting an administrative variance of three (3) feet from the 30' minimum front yard setback. The property is located at 3815 Cody Street and zoned R-2. Pursuant to Section 26-6 (D)(2)(a) of the Wheat Ridge Code of Laws, the Zoning Administrator is empowered to decide upon application for a waiver from the front yard setback requirement since the following conditions apply: I. The variance does not exceed ten (10) percent of the minimum or maximum standard. 2. That the Zoning Administrator finds that the "findings of fact," as set forth in subsection (2)( c), are substantially complied with and support the request. 3. The Zoning Administrator has not received objections to the project after noticing and posting the site for ten days. 4. No additional dwelling units would result from this approval. This request for a 3' foot variance from the 30' minimum front yard setback requirement meets all applicable conditions as required by Section 26-6(D)(2)(a) of the City of Wheat Ridge Code of Laws. Staff has not received comments in opposition to this request from the surrounding neighbors. In addition, the Zoning Administrator received two comments in support of the project from the surrounding neighbors. Therefore, staff recommends APPROVAL of Case No. W A-99-20. APPROVED: ~ fj)~ Zoning Administrator 8/z,i1i (Dat ) Icc C:\Barbata\adminvarianecs\wa9920adminlettcr.wpd RECEPTION NO. F () 9 Jld 61 B/27/1999 12:58:18 PG: 001-001 pAGE FEE: 5.00 DOC.FEE: 0.00 RECORDED IN JEFFERSON COUNTY, COLORADO Filed for record the_______day of Reception No. ,A.D. 19_____, a1 JIElElTlIIIIKl. F0913634 7/23/1999 11:24:25 PG: 001-001 PAGE FEE: 5,00 DOC.FEE: RECORDED IN JEFFERSON COUNTY, 4.50 COLORADO .~ ~ (&/ 7ft WARRANTY DEED Sti!Jte~ 0"1) Dvto I?/e/l' . ' , 'ilry F. $ LIe:> ej ~I.QO --- ...... and State of Colorado , ;--th~"'-;~ ), and \ I ( THIS DEED, Made on th i s day of between MATTHEW DAVID JEAKINS July 15. 1999 of the MARIA WOJCIK County of JEFFERSON whose legal address is of the 3655 W, AMHEARST AVENUE. DENVER. CO 80236 County of JEFFERSON and State of Colorado of the Grantee(s): WITNESS, That the Grantor(s), for and in consideration of the sum of ( $45,000.00 *** Forty Five Thousand and 00/100 *** DOLLARS the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the Grantee(s), his heirs and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of JEFFERSON and State of Colorado, described as fol lows: LOT 3, BLOCK I, CODY SUBDIVISION, COUNTY OF JEFFERSON. STATE OF COLORADO, RERECORD TO CORRECT THE CITY NAME ~ also known as street number VACANTLAND.A~A'CO~3 WHEAT RIDGE, CO 80033 TOGETHER with all and singular and hereditaments and appurtenances thereto belonging, or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right title interest, claim and demand whatsoever of the Grantor(s), either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premi ses above bargained and described wi th appurtenances, unto the Grantee(s), his heirs and assigns forever. The Grantor(s), for himself, his heirs and personal representatives, does covenant, grant, bargain, and agree to and with the Grantee(s), his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell ana convey the same 1n manner and Torm as aforesaid, and that the same a,'e free and dear from at ~ (oniler 8i"ld "the!" grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, EXCEPT GENERAL TAXES AND ASSESSMENTS FOR THE YEAR 1999 AND SUBSEQUENT YEARS. AND SUBJECT TO EASEMENTS, RESERVATIONS. RESTRICTIONS. COVENANTS AND RIGHTS OF WAY OF RECORD, IF ANY; The Grantor(s) shall and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of the Grantee(s), his heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the pluraL, and the plural the singular, and the use of any gender shalL be applicable to all genders. IN WITNESS WHEREOF the Grantor(s) has executed this deed on the date set forth above. ..J L - ~ :s ~ t4 '5 J ::> ::J '.1J :;;: I-' U) 0- 0- ~ ~$~d-- '72/ 9"PL MATTHEW DAVID JEAKINS f'0 C\J -J ::::> -" STATE OF Colorado County of ARAPAHOE ) )ss. ) c..!> => <3: by efore me on this day of July 15, 1999 STATE OF COLORADO My co 'W.~ljl,i~I" ,,, Yitness mYMv'~i!;ipIie9wl2612001 Name and Address of Person Creating Newly Created Escrow# R688821 Title# CB688821 when Recorded Return to: MARIA WOJCIK Form No. 932 Rev 4-94. WARRANTY DEED (For Photographic Record) 3655 W. AMHEARST AVENUE, DENVER, co 80236