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Home My WebLink About5306 Nelson Street♦ i CITY OF WHEAT RIDGE Building Inspection Division I r (303) 234 -5933 Inspection line r (303)235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: .5' 5a A1j Az s r Permit Number: _/ ,9177.5 ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ?G ®?/6LSa.J 5 T St� Permit Number: /O/ 775 ❑ No one available for inspection: Time AM Re- Inspection required: CZ-�O No When corrections have been made, call for re at 303 Date: 7� ?S' /ire Inspector: DO NOT REMOVE THIS NOTICE ♦ i —CITY OF WHEAT RIDGE ] 1(30 3) V�� Building Inspection Division (303) 234 -5933 Inspection line 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: fssrv�t 1= Job Address: 53oG �✓� so s r Permit Number: /6 1'77.5' AA J>cl'e 1 .pfir✓ . ,e° =�' �/�,s`fSxf_ r� 7z -Frs' Tis.� ❑ No one available for inspection: Time /, ,?S AM7, VI,) _ Re- inspection required: "es�No When corrections have been made, call for re- inspection at 303-234-5933 3 Dater i t7 Inspector: _ZL �" DO NOT REMOVE THIS NOTICE F City of Wheat Ridge 3A Residential Roofing PERMIT -101775 PERMIT NO: 101775 '. `ISSUED: 07/15/2010 y; JOB ADDRESS: 5306 NELSON ST' EXPIRES: 01/11/2011 r DESCRIPTION: Reroof >28 sqs FEES ermit Fee `. 144.70 otal Valuation .00 se Tax 89.21 * TOTAL ** 233.91 nditions: aired from eave ;edge to eater than 1/2" lg inspection is auired on permits for inspections. :lement weather must be a re inspection 'fee )n are accurate, and do not violate a' sments or restrictions of record; tha free to abide . by all conditions print it "Ridge Buildina Code (I.B.C) and al Cit of h ea t COMMUNITY Dr.VELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Date: Plan # Permit # Building Permit Application // Property address; _ O /l✓ ��S�R/ S 1, 14V,J G O t� UT17J2 Property owner (please print): /J C u yciV Phone: 13- 'Ky / J� Mailing Address: (if different than property address) Address: City, State, Zip: Con'4ractof: Contractors City License #: Phone: �uti- Contractors; Electrical: plumbing: Mechanical: City License # City License # City License # Descrt�ptiori X03' wro�c 0� �� Contr Valu ^° Review Fee (due at time of submittal): Squares 21— BTU's Gallons Amps Sq Ft. $ 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 records that all measurements shown and allegations made are accurate; that t have read and agree to abide by all conditions printed on this application and that I assume full .responsibility for compliance with applicable City of Wheat Ridgecodes and ordinances for work under any permit issued based on this application; than am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE.: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE: DATE: i , ��. a �� f'_�� * � • �EPARTM�N�'�USEO�`)fr �r'�'`�,��f �r,r <r�� F l \ ✓ H Y� vi H d l J V zONING GOM�M��NTS �9 � � �x c r� � :fi �f�.zr✓ +" .^1 i�` � � i ��i i ,,. � t .3 ,C t w, `i r � � u ."'�h'. - ! y � 'g �, �' S /� � ✓�h -r' i' t Reviewer- F � rr Bldg Valuation $ __ 0 ~ ~ ~ 0 n ~ m c m X 0 O pW N m S n ~ On a c 0 Q ~ o ~ 3 " 3c ma c> > v'~ m o S ~ c 94 o; m ~ ~ m ~ E n 2 1n N m 0 n r v ;u D ~ = m m m o ~ O m n ~ ~ v T ~ ~ 22 O ~ ~ A Z: O Z U) z IC, m c ~ m ?a~ ~ s ~ m ul < O Dp ~ A m O N N < m ~ M N d ~ C ~ a ~3z ~ n`~so 7J°o 0 m :E c m~ a o g m A o n>-Di a ~ ~ c 3 ~D c C~ n g~ ~ n o O d ~p u 3. ~ o y 5" O o ~ m m ~ n~ m ~ d N ~ d O O < O C A p N N 9 m d ~ O ~ ~ H ~ ~ ~ O ITI C) n ~ b ~ z ~ ~ Date: A Certificate of Occupancy 1 Completion has been requested for: ADDRESS: - " y~l PURPOSE OF STRUCTURE: Building Department Approval_ Remarks: Zoning Approval: Remarks: Public Works ApprovaL• Remarks: Fire Marshall Approval: (If Applicable) Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: INSPECTIONS WILL NOT BE MADE UNLESS ~ THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS BUILDING PERMIT N0. DATE ISSUED OWNER -',11 CONTRACTOR SETBACKSFROM PROPERTYLWES: NORTH SOUTH 77" OCCUPANCY ~ EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPE Foundations Footings 4 Caissons Reinforcing or Monolithic 1I Weatherproofing ~ 13"'a`I 4u~ c' G-6- S:o, I ('nnl!`RFTF l 1NTI1 ABOVE HAS BEEN SIGNED N~`.l - 1lyl.u~ Concrete Slab Floor: Electrical (Ground Work) Uu- Plumbing (Ground Work (v~c_ Heating (Ground Work) "K4-, n„ Pni iu Fi nna I )NTIL ABOVE I"1AS 13ttN JllaNtv Rough Electrical _ Z3 -r c Rough Plumbing Air Test Gas Piping 2,4 Rough Heating & Ventilation • 2 2'«`A Framing ~ ~ ~ Insulation Drywall Nailing Roofing Refrigeration Electrical Underground Final ~OG Electrical Plumbing 1 I - s- "C, Heating & Ventilation ~ + Frame 1 I- 12 - ~ - vL l R.O.W. & Drainage Fire Department I Parking & Landscaping ^ _ z 3 ~I OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 18009 BUILDING INSPECTION LINE -(303-234-5933) Date : 11/5/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5306 NELSON ST Phone : 466-1831 Contractor License No. : 21948 Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation : $350.00 I hereby certify that the setback distances proposed by this permit applicalion are accurate, and Permit Fee : $30.55 do not violate applicable ordinances, mles or regulations of the City of Wheat Ridge or $0.00 covenants, easements or restriclions of record; that all measurements shown, and allegations Plan Review Fee : made are accurate; that I have read and agr to abide by all conditions printed on this Use Tax : $420 application, and that I assume full respon 'I y for comp ia e with the Wheat Rid9e Buildg Code (U.B.C.) and all other applicable at Ridge o i cps, for work under this per TOf81 : $3475 (OWNER)(CONTRACTOR)SIGNED DATE Ot Use Z7~ Description : INSTALL 6' CEDAR TO BOTH W INGS Zoning Corrimflents;' BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : TRC OK Zoning : pRD 5u[Iding Commut*`: Approval: Putt44c;11V+orlis GQm1100J64:; Approval : Occupancy : Walls : Roof Stories : Residential Units : please No1e: ~ cmftgotor is responsible (or 1 . - ?roperty sc lines~dconsWctingimpru.cmen::;.~~no tothe epprov~ plyp and requiced de.~elop~»~~t andards. t responsible for ina .~e Chty is no ccuratce ~nst~uci onn subptitted within the Plaz' s et and any errors resulting from inaccurate information. Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval: (1) This permit was issued in accorUance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado antl to ihe Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall axpire if (A) the work authorized is not commenced within sixty (60) days From issue date or (B) ihe building authorized is suspended or abandoned for a period of 120 days. (3) If ihis permil 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 m t e original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, WII feas shall be paid for a new permit. (4) No work of any manner shall be done thal will chan9e the naWral flow of water causing a drainage problem. (5) Contrector shall notify the Building Inspector twenry-four (24) hours in advance for all inspections and shall receive wrinen approval on inspeclion card before proceediing with successive phases of the job. (6) The issuance of a permit or Ihe appmval of drawings and specifcations shall not be construed to be a permit for, nor an approval ot, any violation of the pmvisions of the builtling codes or any other ordinance, law, rule or regulation. , r.... Chi -Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEVARTMENT +y BUILDINGINSPECTIONLINE-3034]46933 + CITY OF NRIEA7 WDf3E - 7500 WEBT 29TH AYENUE 1NHEAT WDGE,C080075-(3W-236,Y8'.i6) APPLlCA7 r,opem'owner Me.~ad ~~~5 P„opcny naa,ess: rj 3D~o tJ z\5 3n S~ cc~ C t Liceose No• ttwa wePu+aC EY M~ vwmit appiwtlon an 0 ordinuces. iukc m npi4mro d1M cty d ~;ti \~SO a TV-t ontlec or IIIINI4 of fM~11L~ON Of I~ODId: tl1d a1 M mt0o msoaatN: tlut I Imw nW u~A bE on Ws oPP~tlon uM tlat Imsaurr hl , vuhwe aww ejaano cees N.a.c) .na ~i ~ rwn, aK m. ~ Company: PMa: 3^ 4I.cI' N,b \ ~ CC~.~CCI W G5~ ~.M ~ P nC a. owMOUCOHtnACorcaawmRE oFUroExsnwwaMroianE~r7R I nwaM w~'M ~•t m. aet seounta, aM Ao notvbhb wneat Riays or Covam moearomonm sMwn. am apree to abida by aA cond mspoiaiauki ror wnpwm otlwr eppAabN VNm1 Rid Descriptlon: Bu'Id'ng Pomnit Nurtibsr. Date: Phoa: 503- 41do- \$3 1. Permit Fee:S Plan Review Fee:S 110 Tsnt•t ToW:a sa, rt. added COMNETiTS ApprOVal: Zoning: (-fz,~, ~ CoMMais Approval: APPro`2C Walls: Root StOrles: ResldeMlal Unlts: Electrical Ljcense No; Plumbing license No: Mechanical License No: Company: Company • Company. Exqration Date: Expiration DaUe: Expiration Date: proval• APProval' APWOVaI: (1) Cobndoandro~ZoNnYRpulouoronMBWd~hgCOMs~dWMa RrMW.~~OOaanyotheePPlimtMONNrnnaol IM Cily. fq Thb Wrtri slwll axpha Y(A) Uw wak sumorked b notoermrncad witlthn sbdY l60l doyo hom bsw mm or (e) tla W Ildtq autlwrmN b SuaPanded or oW ndonM tor a porlod of 120 day8. (i) nnhis Pe^^R..pm.. n.w wmtmr ne ■autr.d a.. ae of ons+wrnn ■moun ram.H reaw.a. povk.e oo an" haw 6aan ttwill6a mada in1M orbinW PYm and apacfntions ond any suspa^aion aahanODmiwt Ira note%cwded one (7)year. Mdiarpnhunn, 6aan aHwtWrrebnoraWndomisnlexcedaone (i) YMr, ronra.ssrote.wdanmrswmYc (q No vwrk danY mnnx dwP ha dutr that wM dwnpo tlw rohual lbwof wqr ouainp e dnmepe poEMm, (5) CoMnclor Mall no4TY the BuWLiY ImpcOOt lvanq'-ruir (24) hous In Wwna Mr dl IrepecGoro and aM0 mcaiw wdldn appowl on inspeaNo^ card beton pmoadhY wih auaawive Prasu of tlw lub. (6) Tha isswnce of e pem~ m ft aPPmval W drow4q° snd sV°O11509tl°^° °bY not W mnstrued b ha n penmM for, nor an approval d, ary vbblion o( iha Po4kno^s of tlw MAdinY coda ow anY otlwr ord"msnw. dvr, ruls w rcW4tbn. Chief Building Official S'd LS82S22£02T:01 £9S9-b62-0L6 3ON3J M9:WO?JA aT:61 b902-82-1D0 OCT.26.2604 6°22(" N0.071 P.S P LOT P LAN FOR MELODY HOMES INC. 7 SKYUNE ESTATES. FlLING 3 lOT 71 . BLOCK , CITY OF wHEAT RIDGE. COUNTY OF Ef'F S STATE OF COLORApO. ADDRESS 5306 NELSON S~t ON • • S02'04^15°E I 18,4 I~ ~r~~prm ~pre~. 4~p~p+~~RpF~~~q w~~F~I~Kp~pO~woo R/N ~es +Wa ~a na pNE~ ~ollf~lO~ ~I~ s M f1~C~~t N~ m llf s POW ANO WwiM1 rwmt Arr rrM aw aW a ~uokxt ~~y~~{p iiY,~ IIO FOIY[ WfIYC1d I@P N ti~ ~1W~W11O~l1/1~ ,yFe ST.KE• MODEL 2255 RM 3 CAR ELEV. C ~110USE ANk(&f) ~ W70.9 24.7R 4 A t1,D0. IIi1CMT- 10.77 Ave. r.a. No.; A R SCRMCE 11fCPER1Y UMfi ~ lrAAa001 Ri911~6D PCLE ~NCE OF row. a "uc • t43 HR ~ 6i9 i:8L94Y 1O""" RUFItEGHT Nro"7 IPMELODY HOMES " MINIMUM SElBACKS: zo o' E: +"=so scea ~toat saRlau+aar~. i . w t-l00-922-19l7 «53h6700'{d'~:' . r~oNr. 310E:,Z;~"REAR: 101 ~ DATE: -QB 79~3a REV: o ~erNmmr~e W ~oa STREET 90E;,$Q+,.~ BY: BMA •~t03) We~-t~ a~ ~ IMUM STRUCNRES:,L ~TWEEN J08 No- SKY3 I 9'd LS8ZS£Z£B~ti~01 £9T9-b82-0L6 33N3J M 9:W021J 0ti:6L b002-82-1D0 NELSON STREET ~ a w ~ 0 0 ~ Z 0 > W - -W d Z ~ LLI O > N d W N eh r + 0 O M V ' + V L. ~ 140 L. 4) ~ ~ N U 0 U N ~ 'O 9 a .C O ~ i ~ Q I r,-lo ,U Q r ~ ~ 0 ~ m = w ` ~ . ~ L W ~ ~ N -a m c ~ ~ ~ a~ > m s N C O N~ ~ N O ~ U M C N N ' M > M ~ a W = 6 O ~ F q1 ~ Z W > 0 O a to IUD) d Z ' W ~M O > N d . W tn ~ i M v V O ~ 4m L N ~ L = 0 U 0 N N N V 9 V Q d O ~ v s~ ~ r R C O « ~ m a N ~ C < . ~ ~ ° 16 V (D v m c a) ai -0 a~ > m L N ~ 0 tJ M N 01 U a M C N N ' t> M > M ~ a w = 0 0 ~ 1-N ~ Z > Q - ~ a Z O ~N ~ W ~ M 0 W (n M ~ ~ ~ M ^ ~ 0 W L Aa L ~ U) 0 U N N ~ 9 9 Q a 0 ~ ~ ~ 0 a G N ~ ~ ~ w ~ C> N ~ N E c ~ ~ ~ > ~ ~ N C o ~ U N 01 ~ N U ~ M C N N ' L M ~ M COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17445 BUILDING INSPECTION LINE -(303-254-5933) Date : 7/29/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES INC Property Address : 5306 NELSON ST Phone : 466-1231 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $172,525.00 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : $1,823.39 do not violate applicable ordinances, rules or regulalions of the Cily of Wheat Ridge or easements or reslrictions of record; that all measurements shown, and allegations covenants Plan Review Fee : $100.00 , made are accurate; that I have read and agree lo abide by all conditions printed on this Use Tax : $2,070.30 application, and that I assume full responsibility for compliance with the Wheat Ridge Building rdinances, for work under this permit. Ridge o Code (U.B.C.) and all other applirable Wheat 993 69 $3 Q DATE~Z-ZZ-O " C l /1 N ` . , T0t81 : f t~ p m (OWNER)(CONTRACTOR)SIGNED r.~ Use : iso 0 Description : 2255-C. FOUNDATION B. 3 CAR GARAGE, FIREPLACE & BAY WINDOW IN FAMILY ROOM, AIR CONDiTIONING: 4.0 TON Zonlng[Cbntir"n#nts; Approval : TRC Zoning : pRD auIildiny,cor~,~e~'s~.' Approval: CR Public ulfork~Gammer~Y§;; Approval : DFB Occupancy: R-3 Walls riease ivote• 190,10 r is responsiblc for leca[ino property BUILDING DEPARTMENT lI&EQblbdnytructing improvcmer,u ~c d ~g to +F e approved p1anSYfb tequired de%,~t;,, ~+S The City is not responsible foc ;naccurata iz;iorm~~G- : OK submitted within the plan sct and any cm;stt: : n errors resulGng from inaccurate informstion. OK. 2 ENGINEERS SIGNED OFF ON FOUNDATION. 7120104 7126/04. SEE ATTACHED SHEETS ma Roof : Stories : Residential Units Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2128/2005 Approval : OKIKS Plumbing License No :19354 Company :Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OKIKS Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OKIKS (1) This permit was issued in accordance with the provisions set torth in yopur appiication and is subject to the laws of the State of Coloretlo and to the Zoning Regulalions and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permil shall expire if (A) the work authorized is not commenced within sixty (60) days fmm issue date or (B) the building authorized is suspentled or abandoned for a period of 720 days. (3) If this pertnit expires, a new permit may be acquired for a tee of one-hatt the amount normally required, provided no changes have been or will be made in ihe original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspensian or abandonment exceeds one (1) year, WII fees shall be paid tor 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) Contraclor shall notify the Building Inspector twenry-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card bafore proceediing wifh successive phases of ihe job. (6) The issuanc rmit or ihe al of drewings and specifcations shall not be construed to be a permit for, nor an appmval of, any violalion of the provi ' uildi es or any o rdinance, law, rule or regulalion. ~ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1) The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zoning Division. 2) The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage repoR and plan, a letter of certification is required from the civil engineer of record. Inspection are performed by the Public Works Department. 3) The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Public Works DepaRment performs public improvements inspections. "4) The completion and approval of a Certificate of Occupancy Application form and final inspections. Inspections are performed by the Building Division. All the above items must be completed and approved by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements concerning the property which may be affected by failure to complete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. I have received a copy of the application for Certificate of Occupancy. Name (please print) Signature: DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMTT ApPLICATION Date: -7-77-04 Applicant Phone #]3C)- - y 6L,- I 8 31 Location of Construction: 53o62 /l1 c~-sn j Purpose of Construction: 5~.~~c.E- F•r.•~~~d 2ES~a~~ Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 a /o O, co (for documem processing) Single Family Residence Review Fee: $50.00 S $o . 00 (for review of applicable technical documents) CommerciaVMulU-Family Review Fee: •(for review of existing technical documents) S100.00 S .(for review of technical documents for construction in Right-of-Way, Final Drainage Reporl and Erosion Convol Plan) $500.00 S S CDOT Access Permit Fee: $100.00 (for documem application and processing) Traffic Impaa Study Review Fee: (for documem review and processing) $100.00 S F7ood Plain Variance Review Fee: ktor doeument review and processing) Class I Applippon: $300.00 Clus I Publication/Notice N/A Class II P.ppiication $750.00 Class II Publiption/Notice $90m TOTAL REVIEW FEES (due at time ofbuilding permit issuance): S S S $ /So.oo PLEASE NOTE THP.T IN ADDIT70N TO TEE ABOVE FEES, "t7-IERE WILL BE ADDI7'IONAL LICENSING AND pERMITfING FEES REQUIRED FOR CONSTRUCTION OF IIviPROVEMENTS WITHIN PUBLlC R1GHT-0F-WAY. Signature otApplicant Date 7 ZT'O Rc06V3 oF w~ T DEPARTMENT OF PUBtIC WORKS ~ Bt11LD/NG PERMJT APPLICATION REVIEW u m coL o R Aoo Datc: 72-6 /D q Location: 536& AJeE2-5-6A-) Attention: Building Departmeflt 7 have reviewed the anachod matcrials submitted in apptication for approval of a at the above referenced address. Pleax note the summary comments bclow. S~NGc..E F,ar.~s' ,eES.a~.u~c L.✓ Boundary Closure: OK _ Na OK; refer to stipulations. 2. ✓ Drainage: a. Drainage plan and repon racded _ b. Drainage plan not nxded c. Lot drainage/gading to be reviewed by Building Division ✓ d ( ' d. Sitt drainagdgading provisions have ban rev °z o vEP~o7 F iewed an are: ✓ OK Na OK; refu to stipulations. 3. ✓ NPDFS Permit Requircd: _ Yes ✓ No q, ✓ public Improvements: Y ✓ No es a. strett paving nceded: b, curb and gutter nxded: Yes ✓ No c. sidtwalk needed: Yes ✓ No d. streu lights noeded: Yes No C. storm uwer nxded: Yes ✓ No f, letter of credit required: _ Yes ✓ No IP a letter of credit is requ'ved, for what improvemenis? Amount ot iettcr of aediC 5. ✓ Subdivision ABeement required: _ Yes _ No 6. Devdopment Covcnant required: _ Yes _ No If Ycs, for 7. ✓ Traffic impact analysis and report required: _ Yes ~ No 8. _i State Highway Accus Pumi[ neoded: _ Yes No 9. ✓ New rosdway or alley R.O.W. dedicauon recommended: _ Yes ✓ No If yes, what is rocommended? 10. ✓ Alt existing dedicated roadways/alleys meet Ux sundards of the Ciry: ✓ Yes _ No If no, which do ncN and what is rcqUated: /✓114 APPROVAL: The Pablic Works Department has reviewed [his request and hcreby giva iu approval, subject to the above udlor anacAcd uipulations. ?/u/aV . Signah+re David F. Brossman. P.L.S. ~+e 12_ All't NO APPROVAL: The Public Wwks Department has rcviewed ehis request ard dors not give its approval fa thc rcawns wwd: Signature David F. Brossman, P.L.S. Da+e CsRA~~.vlr CE.~T/Fic.YllOnl 4-E1TE;e- Fit'O.*? R'gs. 13. ✓ Stipulationc anachod: ✓ Yes _ No 1ssu,r..J4.97 oF C. O. 14. ✓ Swnmary Comroents: Any damax a the ezistin¢ Public Imorovemcnts as a result of lhis construction is to . . . ' ~ ..........ti nf rl., f'nt~frate of \ DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 csy dWhaa rtidae omw"erit d wnse w«ft LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED %/Z6zO-/ ADDRESS 53D/o /l/LZSOnJ Deaz 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 condivon, 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 wil] conduct an onsite inspection to determine the existing condition(s) of the pubiic improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A21„X4 AL'~ David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 1AJ COMMUNITY DEYET,OPMENT AEPARTMEIVT Huil Pet4ttit N er-' y BUII.DING TNSPECTION LINE . 303-234-5933 Date: CITY UF WfiEAT RIDGE 7500 N'EST 29TH AVENUE WHEAT RIDGE, CO 50033 - (303-235-2855) ~a°~• APPLIC.4TION ?roperry Owner: --K;iC.. PropcityAddreu: Phone:~0j Conaactor Licensc No.: companr {Me,locQ.c~ rhooc: 303-4rc,&-(F.~31 0NA7~EPKONiRAC7'ON SICKATURE OF liNDER$TAND/IiC.VND ACftEEMCNT I ec,tsr cert;ry m.; uK soaack a;,wKa aoposw ny tnis xmmt ovvl+c•ao„ m Kcurato, Conswction value: $ anddotwsVielOteapptipbkordinvnees,MlesotrcgularionsofQieCiryofW7kaiRidgew permitFee:$ <avenan (s, ef~sCn%n1s w resNCtim o(retard: ihat a11II1e85memcn~s fho+n. md a(kga liene made ue accwatr, thst 1 hsvc rtaA and a¢ra ro aLide by dl ~ditions w;.tea m u.:. Plan Review Fea:$ apptimim .na wt 1 aesume fun rccpmsipiliry tar eourplitnce with sht Whm Ridgc ,I,~:$ Building Codt (U.9.C) md all mher appi"~cable What Ridge Ordinmce; f« work undo Wmuuu~ /his pmnit. TOtall IOwTfftxCOMRnCTORYSIGNED 4O-" Dw'fE 3 (OM'NERMCVNfMCCOA):PftIMfD ~ w AiE ~f nEscRIrTion: Qevt5ied Pkrt Plav,-- rnovecl hut~ 2~5-00-b,~ ~ ~ 4o :~27.5 ~ '27 QAC- G1~1''tl USE ONLY ZpNINO COMMlN73: ApprovalgpTIES zoni,g: fIRD swwIHa co.murra: LW(/~ I ApprovAl: C:.r Y Pusuc WoRcs CoMNrtA's; ~j Approval: ~K N-I Occupancy: Walls: SiC: srswBA 7 Sq.Ft.: ~ I/'r - 54-i- 1--7~I~ s4,e= Roof: Stories: Residenda] Uniu: Elxtrical (,icrnse No:n Plwnbing License No: Mcchaaicat License No: ComPanY-~huv~l~~u l'~~ tc- Conquny.mt(t'~ CompanYfULca.~eatk+-~S Fxp'vation Date: Fxpiradon Date: Eupvation Dan: Approval: Appraval: ApprovaL• r..~... (t) 7L:sversWwasissuedieacmN+..ee~•n6AeproasimsmfaPoaYa++pPbci. •Mhwbjed bthehwaofi6eSweafCalmaboaMmArZooieg RvIuAriars and 8addinj Codu d WAm Ridv. CdoraJa m uy dFer~ppiu6k ad'wn~a d Ac Clh. 47) ThuPftuwf6keapim ifW ikcwk.Aamsdiseaeamnmca0%tilAiafi+ryl60jdiysfrom:ureQ+um(B)J, buikmtIud'aizedissuryendeda •tsmdanad faa pcried of 130 d.yc (7) If this pem.ii upira, a n<w pamk nnr D. xquifid (y a fw ef ooe-bal(Jrc+n~ owmJl) roquired, Dro%idM oa ewnga Lve baa m wiUM vnah :n Ae aipuul Plw aed Kx~:&atiow wd awy q.qewiw a dwdvvaeu Mu aa e.+~edcd ox 111 Ye- I!<Mnga isvc 6een a if suye.+~w a ~Medonmcw ~c.sd. aoe (1) fen, fu! fea 9u9 beDWdlar f ncv pa.nh (4) I:owarkManymam.vM" hdooei§wwiN ch.yeiMemauillbr.d.wrt+utietaA+anKDroblem I5j Cwaaem5l.llmuTY~&lAdintlaV~Y+~O`Wm(IlJbviinW~~wCfoe~9sspxaaismdfh.B+.tsi.eWfixaWP~~`-•lani~pec6wwid betort orocctdMt wix6 scen+i.s pka4s af de jal. i6) iMiwooacdaM~iad.~qp..y/ddnwiepasd~paa:~~ndom~tl~ahaw~ruW~obeayn...i~fn.ear~e~Fr~~'+~of,~a7vio6f.mMdw LO'dyW -T~S~V~Z 6T JdH zS8LSEZ£OE:xej I~Id '8 9tJIIJNtild A- COMD7UNITY ➢EVET,OPMENT AEPARTMENT Building Pemiit Number. s BUII.DING IIVSPECCION LIIVE - 303•230-5933 bate: - CITY OF WfrEAT RIDGE 7500 VIEST 29TII AVENUE WEiEAT RIDGE, CO 80033 -(303-235-285~ ~ION Propeny Owmer: (Y~)-,C,v PropcnyAddress:,~k6(AA- ~ Phoce: ,-1)3 'L4 (o 6 -fga Gonaaccor License No.: 2(Zp-M~p Cotcpany ~~LWCJC-c1 +rt/1'1n.00f _ Phoae:5)3- 466..~V~.)t Ol\'AE WCONTluCTOR SICNATUa6 OF ACREFMCKT Conswction Value:$-) PermitFee:S jV.?3•? P1en Rcvicw Fec:$ 700,04 USC T87(:$ Total:$ I 6acby ccnify that 1M setbxk diswica proposcd ty U1is permil opplication me ac<watc, and do tqt vtolau appticabk ordinvnees, rults oriegulations otdrt Ciiy o! What RiAge w covrnanls. msmmta a 1estr+ctions ofraard: that aIl measumnrnK sha W n. und sf kgf lia+s rrudC ut acCw'/IC Ihat 1 havt rtad itld 9Me to abide by M candirions prin~ an il.y appficatim and Uaa Ixssume NU rupmsibiliry far cartqdiante with Nc V/han Ridgc 8uildiag Codt (U.9.0 and all ahn ayplicabk Wheat Itidge Ordinances, far work undv ihis PmniL . , lOWNE0.MCONTItACIORI:PRIM68' l I~/// / L1 DESCR1PT10N: ~~SC` ✓ ~ t,v MdOi'O R , '~+(.-c~ a ' 1SC-CC> BUILDING pEPAR7MENT USE ONLY C: Sq.Fc: ZpNINO COMMlNY3: Approval: zming: sw,d[Na cuu..v,r:: Uy ? ?~~~D Approvai: PUWC WORKi COMMlMi: Approval: Occupancy: Walls: Rooi Stories: Residential Uniu: Elccvical T.icrnse Na: Plwttbiug License No: PJ~ Mec6anical Licease No: compa°r-_TGu,~,,,", ~ campany: Companx 1:~u,v. Fapuation Date: Fapiraaon Date: Expiratioa Date: APProval:~ APProval' ApP-wat• (1) lAavero+l•'•siss,.d'aaocaduee-nEAepoIi+iml mbWat Vaur+pPtic.e- ..d'uwbi~ 49nkwaoft6eSnrofColuadoaMmASZa.ug Rnouriars yW Bwtiryg Coda d Whee 1UdK.Cdaado w anY aNaaypin6k adie~ of tEe C1b. 431 TL'uPauwtlulesyirtiffNficwwYrvAa¢W4naeommeaedriUiieiaf]lMdaYs6om+aueQ+uw(H)d1ebwWioBaYdmixedissuqvpdeda .b.+dmed fva {re.:ed ct 12o mys (l) if ihis pcmCit uPira, a uer pamii nur De xquirod for a fa e(o..e-half dK an~ nwmap> mquvep, yrovidN iw <hanga Wve bun o. iUOC mah a Ae aiyuuf phns aad fpoc+6wtaw wd ay ypwewuw a a6'. Au w e.caed~d we /71 Ye. If <Mngea lu. 6ees a i(su"sFIo+ or tlaa.dannmcm c..ad. aoe (I) fw, fatl Sa 0u6 beDwd Wa aca yvmB- (4) Sa wak MwY euone Wn Le daM fiN WiD ch-ye Ibe wwd flovr e(.Ma ousiet aslraiur pohlem. l5) CeYraenral+tl.od(YOieB+Adi~tlw~aerrtwsa0`farl1116a~vs:eN~woeforaBmqatiwismd~lu9.e~iw~.riun+VP~-atoei~upuuwcaM befae Proceedint wim acm+:.<p1~ at14e jo►. 18) iM~ aft Paiwad6.mppMdWofAwieCaedWmfiwdmeAMtlwbecmvuWNbeapem.ilTor.aaruVw.'+) of.m7violatimo(Ae p~ M Ae 64iNin{ eadss x ury, oAtt e,~ 6w, ruk a tepLtiw. Clllt{HUlIdNQ 1RSpeCLO[ xej PId 8~+IINNti~d ZO'd IL:SI b00Z 6T -~d1 LS8LS£L£0£: 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax:303.235.2857 28 June 2004 Jill Jones Melody Homes, Inc. 11031 Sheridan Boulevard, Suite A Westminster, Colorado 80020 RE: 5306 Nelson StreeUBuilding Permit Review Deaz Ms. Jones: The City of Wheat RI•dge I have completed my initial review of the above-mentioned building permit, and I have the following comments: I. The submitted permit details the front yard setback to be 26 feet from the right-of-way. The lot directly to the south (5300 Nelson St.) has a front yazd setback of 24.5 feet. Pursuant to the approved Outline & Final Development Plans, there shall be at least a three-foot variance between front yard setbacks on adjacent lots. Please change the front yard setback for 5306 Neison St. to at least 27.5 feet. 2. You should Ue aware that each lot will be assessed a£ee in lieu of parkland dedication. In addition to the fees associated with the building permit, each lot will be assessed $1,158.81. 3. Prior to issuance of the certificate of occupancy for each lot, one hundred percent (100%) of the front yard and twenty-five percent (25%) of the total lot shall be landscaped. One street tree for each seventy feet (70') of street frontage is required. You should be aware that non-living landscaping, such as bark or rock may be utilized, but may not exceed twenty percent (20%) of the total landscaped area. Please make all required corrections prior to the next submittal. You should be aware that comments made by either the Public Works or Building Department may impact my comments. Feel free to give me a call with any additional questions. I can be reached at 303.235.2849. Sincerely, Travis R. Crane Planner Residential Worksheet (SF/Duplex) ~b~~ Submittal requirements: Copy of Deed ~ Site Plan (to scale) ~ Elevations El Address: 530b YVeJSa/\ ZZSS• ` Zoning: fRO Use: RES Property in the flood plain? N~b Lot Size: 84M sq. ft. Lot Width: 1o ft. Maximum Lot Coverage: 40 % Proposed Improvements: House: sq. ft. Addition to House: "`Shed: Detached Garage: sq. ft. sq. ft. sq. ft. 334.0 sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Gazage: Other: `p+ Proposed I.ot Coverage: (Total) z2 7? % l Z sq. ft. 3S ft. Maximum Size: 331op sq. ft. ' N S ' d Setbacks: FR 7-0 S 1• ~ S,' S R l0 i ~ Provided Setbacks: FR S gs S(~' S R~• 3 hnuSt %.t 2 Maximum Height: Proposed Height: sq. ft. sq. ft. tkl~ ft. Proposed Size: 1908 ' 12 sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway azea from the existing edge of pavement into the site shall be surfaced with concrete, asp6alt, brick pavers or similaz materials. For all uses other than one and two family dwellings, no vehicle entrances or exics may be closer than 25'to any property line, except when used as joint access for two or more lots. In residential zone districu, curb cats shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided tUat the street accesses aze at least 30 feet apart, measured Gom the irterior edges. For all uses, one access point per property is pemutted •Metal sheds in excess of 120 s.f. not allowed. Landscaoine Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Stree[ trees required: Sheet trees provided: P LO T P LA N FOR ig) MELODY HOMES INC. LOT 11 , BLOCK 1' SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5306 NELSON STREET I~ I1z ~ OC) IC~ ~ IW -P e I ~ I M I Iw II I-n ?~I~N c i c ~ Ic J I~ N _I~ S02004'15'"E 5.05 5•80 NO0° 13 1 1 W 64.95 36.50 10' U.E. Z F SETBACK - 1, (f ~SET Ci ~ ~ ~ ~ LOT11 N I~`AI ~ I ~ 8, 400 sf. 01 ~ I°' m~ 1s,` I I TO P~ ;~M- I A I I I 19.0 I 21.0 ~ I 1O I CrtAWL ~ I I I= fl~ 2255 L65' BSMT maL u~sIoe rn rn10.0 I mi 21.0' N 0 m ~ a TOG = 42.9 TOF I 3 0 3 CAR I w I = 4 . GARAGE RIGIIT 40.3 4 5 ~ 1 P _ . . - s - 13.6' I I PORCFi I L---- I~ I N L - - J V: 10' U.E. 39.24 N00° 1 70. NELSON STREET 38.36 j(pedt5~-"d 7•i3.q ',C` inoved {lovse- {w~ck INFO STAKE: MODEL 2255 RH GFNERAL NOTES 1. iH15 VLOT PIfW DOES NOT SHOW IOCRTION OF WINDOW 'hFLLS GOR THEIR LOCATON SEE S7RUCNRAL ENGMEERED PLANS. 2. DINENSIONS SHOWN AROUND THE PERIMETER OF 7HE STRUCTURE ARE TO THE E%TENIOR FOUNDATION CqRNERS. 3. PftOVIDE AND MAINTAIN POSITIOE DRAINAGE AWAY iROM ALL FOUNDATION WALLS PER WARRANTY REWIREAIENTS. (O.SS MINIMUM SLOPE FOR GONCRETE PPNS.) 4. THIS GLOT PLPN SHOWS PROPOSED IMPROVENENTS ONLY. FlNAL CONSTRUCPON MAY VARY, 5. FOR QUESTIONS REGARDING THE FWNDAPON OURING EXCAVATION, FORM SETTING, AND HOUSE CONSTRUCTION REFER TO 7HE ENGINEEftED FOUNDATION PLANS. o Z CHECK FORMS.BEFbRE~POURING W 48 HOUR NOTICE REOUIRED U ° 2' STAGGER REOUIRED N i~ ° 359. LOT COVERAGE FOR 2-STORY/ TRI-LVL 407. LOT COVERAGE FOR RANCHES 3 CAR ELEV. C LOT AREA (S.F.) = 6,400 HOUSE AREA (S.F.) = 2070.9 COVERAGE= 24J9 BLDG. HEIGHT= 23.75' AVG. BLDG. HEIGHT= 18.75' AVG F.G.= {//,S WATER SERVICE IE=PROP SANITARY SEWER SERVICE BOW=6P LIGHT POLE FOW=FR FL=FLOW FIRE HYDRANT FOR STAKING f LINE OF WALK OF WALK cnLL uriun NOTIFICATION MINIMUM SETBACKS: 1"=20' SCALE ING OMELODY HOMES CENTER OP WLORADO FRONT: 20.0 : DATE:06-15-04 11031 SXERIDAN BLVD. 1-800-c922-1987 0AS34-V7OO'OENVEER SIDE: 7•5'REAR: 10' REV: 07-13-0^ WESTM/NSTER C0. B0020 . .o.WI STREET SIDE: 20.0' BY: BMA PNONE: (303) 466-7831 °a ~a w°P~aGu°roa~ MINIMUM ' JOB NO: SKY Fax: (sos) ass-zssa BETWEEN STRUCTURES:15 ~ I I N; I~9-- Y ~ I I O lJ I I ~ . :D I I I3B. 1 I~~ I I~ I A io ( l -J ~ e ~ ~ ~ ~ TRACT E 0.55 ACRES \ CT ~ ~ ~ ~ ~ ~ ~ ~ AHS I✓0.96 - ' ~ ' ~ o;r----_ - - , I I ZQ 4 F ~bl ~ ~ ~ ~IY 1 y 'L ~j ~ ~ v]~ p 1 1 1 ~ u I I ' y i I ~ t '~i 5~ ~ 1 9 i O _ M s L--==- a '4 nn J ^ e~ n x+r. Z O I ,6e, iD- o 'N I ( L_n~~~ J j 1 ~ ~ f' ~ U ~ W I I ~ Jl9__ ~ _It 0- I I I ~fA 1 AN I b I`~ I tid 8~ ~ i I ng 8 L____ J ' 365 6.95' na• s~r--~= - wn• ' ~ N , ~ Zp o~ N ~ 3 I ox na~ ! I - i E ~ l 1 I ~ 1 I ~ 9~1 ~ Z ~ L I 1 .f~1 ~R ~ I 3 A 1 I I y J _J~E s L----- _ = , ~ ~ s~r----- _ - - = ~bi ~ I s ~ i g ~ n ~y ioy i ' I a z I La ~ ~ 66 ,I~ ~ ~ w _ - J9g R L___ n. _ y _ ' ~ - ..n I z iG e I .>r ~ yi .ru LS9_ ' I ~ m ~ ~ ~ l J t ua w ~I ~ Y ~ I N I a l I N 4~ 8~ "L- G---- J b . ~9'464 . ° I C 0.22 ACRES ~ 727.68- N8935'34"E 295.02 ~ III DRAINAGE , (DETENTION) I TRACT I p ' V;~~ A~~ A~M~N1 i EAS 0 b`~TiON \ ./'~N6T',p2e~RRIGA 9 z N w z ti O z Cd T °x ~A ~ H tx 0 z ~ M y 1 ' = r~~ I 3V J• ~ I0•6 I ___UX~ 1ML ~ I I - ~ , .n ~ • ~ ~ ~ I 4 ~ g J ' - y~ ~5'~V/~.[I~~ 1R u a" 1 yyy.YF:O~Vf..~'K - At~B ~ W, 1 AIO ~ . . I I J I ' N I .o,. i m ~ i $ r i I I L--_- u•00'OZl e'ue.a 3Y£Sf.6BN w+ ~ v ~ J . I I n.l Iv I m c _Yi_J $ i I~ N 4 F I I dl I I I~f~~ 1 ~ # IO~ 1 O ~ N ~ " I • ~ " ~ I ; C`--- ~ ~ r~ f-J 1 i ; Y. u 00'OZl ~ ~t£Sf.69N ~ pR ~ S' V L .PK u ~ C i ~o ~ R ~ ~ I V 40 ' I tSr c ` ~ - 1 -J - _ 00 - ~ v e'u. c Jy[Sf.69N ..a r-- r= ~ ' ~ $ ~ ~ I I g~ I W Nn t~~ 1 N ~ ~ n~ I I ~ I I I i~~£ _ ~ ~ ~ y r~~.~• _ r .R ~ ~ `j C ~ I 'pA [n - M1 0 _ - J g u . n Sl'Ozl k v~. ~_..R__ 'w 3.SS.SS~BN$ - . c I u I ' IR ~]C~ C_J9 ' NON ~ II 4 ~ if I r~G . En EE i i ~ I o ~oI ' ~ _j IF~n " m - J s•~ - mwf Zi ,C4'OZ l TRACT N d N' ri 0 3.i ,Sf.6 N I A ~I 0.35 ACRES ~ ~ ~ ~r~ c"i Inforination Lf"`''~ ToBuildOn Englneer/ng • Consuldng • Testlng Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5306 Nelson Street, Lot 11, Block 1, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: l. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, dated Mazch 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication 43, Colorado Geological Survey, 1997 Deaz Melody Homes, Inc., Professional Service Industries, Inc. (PSI) has completed a geotechnical evaluation for a portion of the subject subdivision that includes the subject lot. This letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This summary is intended to provide information for the Homeowner and should not be used for conshuction or foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1) should be utilized for construction or foundation engineering purposes. SITE EXPLORATION Site exploration consisted of drilling one boring neaz the anticipated center of the subject residence. The boring was advanced to a total depth of 21 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and retumed to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring drilled on the subject lot generally consisted of 21 feet of overburden soils consisting of fill and gravelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the grade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSIVE SOILSBEDROCK As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision include expansive clays that will swell upon an increase in moisture content. Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape irrigation. Protessional Service Industries, Inc. • 4765 Independence Street • Wheaf Ritlge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 11, Block 1 FOUNDATION RECOMMENDATIONS Job No. 532-35120 March 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system for the single family residence proposed on this lot. A grade beam and nanow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on the individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. In addition, a void box or air space is constructed below the grade beams between the footings or footing pads to help concentrate the loads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement Floors. Basement floors in the Front Range azea are commonly constructed as either structurally supported floor5with a void space beneath or as a slab-on-grade, depending on the swell potential of the subsurface profile. The determination of whether or not a slab-on-grade floor system is suitable for a particular site requires an assessment of whether slab movement is likely to occur, the potential amount of slab movement, and whether the potential movement will result in unacceptable performance. A slab performance risk evaluarion as described in Exhibit A is typically used to provide such an assessment. Shucturally supported floors should be used in all non-basement finished living areas in the proposed residence. Structurally supported floors aze also recommended in basement azeas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range azea for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potential risk and homeowner responsibilities for maintenance of various items as discussed later. Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the low risk category. As a result, a slab-on-Qrade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade performance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they are generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations for slab-on-grade construction and homeowner maintenance described below aze closely foliowed. This discussion assumes the basement is non-habitable. In light of the preceding information, if the homeowner elects to construct improvements in the basement, the improvements must at least be wnstructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios are normally constnxcted as slabs-on-grade and aze usually incorporated into the construction of a typical residence. In areas where expansive soils are present, non-basement slabs are likely to midergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in areas of expansive soils is variable and unpredictable. At the present time solutions using readily Melody Homes, Inc. Sky]ine Eatates, Filing No. 3 Lot 11, Block ] Job No.532-35120 Mazch 1, 2004 Page 3 of 5 available construction technology considered to be within practical, cost effective limits aze not available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-gade is normal and should be expected. Cracking can occur not only as a result of heaving or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing siresses. The homeowner should closely follow the precautions listed below for all slab-on-grade conshuction. These details will not reduce the amount of slab movement, but aze intended to reduce potential damage should heaving of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a sma11 increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be largely controlled by proper and responsible homeowner maintenance and irrigarion practices. 1. Slabs should be separated from all exterior wa11s, coluxnn posts, interior bearing members and utility lines to allow independent vertica] movement of the slab (i.e., construct a"floating" slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized urility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. A minimum 3-inch void space is recommended above, or below partitions that aze placed on the slab. In finished azeas, a11 fiuzing strips, drywall and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding strip. Doorways and stairwells should also be designed for this movement. Recommended construction details for partitions, doorways and stairwells are presented in Eachibit B. NOTE: Movement of slabs supported on ezpansive soils/bedrock could exceed the partition void space recommended above. These void spaces are not intended to anticipate total potential slab movement They are intended to prevent immediate damage to the superstnecture and serve as an indicator of slab movement. They must be monitored and maintained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundation or superstructure. The Owner should seek the assistance of a professional geotecluucal engineer when considering patio and /or porch improvements. 5. Isolation of gazage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the struchue. DRAIN SYSTEM An individual perimeter foundation drain system has been recommended azound all basements and below grade habitable floor space. The drain should discharge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 11, Block 1 Job No. 532-35120 March 1, 2004 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should dischazge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate around the foundation, and ultimately keep water out of below grade azeas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in all crawl space areas to help control humidity in the crawl space and living azeas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris during and after construction. LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION Proper maintenance of the areas surrounding the foundation can affect performance of the structure. Our experience has shown that if the Homeowner properly maintains the items summarized below, wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with the shucture. 1. The backfill should have a posiUve slope away from the foundation walls on all sides. The gade can be reduced somewhat if pavements or slabs will cover backfill areas. The minimum deciine away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low areas, these areas should be filled and compacted with a fine-gained soil to establish the posirive slopes mentioned above. The addition of rock, bark, or mulch in low azeas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation wa11s. The use of long downspout extensions instead of splash biocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions are buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particular caze should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the structure or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little irrigation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 11, Block 1 Job No.532-35120 March 1, 2004 Page 5 of 5 4. Installation of decorarive landscaped azeas such as gravel, bazk, wood mulch, etc. is advocated as an altemative to planting next to foundations and exterior slabs. These areas should be underiain with polyethylene or geotextile fabric. To reduce water infiltration, the siopes recommended above must be maintained. The edge of decorafive areas should be constructed above the adjacent lawn or ground surface, and should not impede drainage with grass stops. Refer to Exhibit C for a recommended typical decorative installation. 5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fall within five feet of the foundation walls. Where practicable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the foundarion walls. Lawn irrigation should be limited to only the amount necessary to maintain normal gowth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and final grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that aze summarized herein were made prior to start of construction of the subject residence. It is possible that subsurface conditions may be encountered at the time of construction that are different from those anticipated at the time of this writing. If significantly different subsurface conditions are encountered at the time of construction, the type of foundation and/or basement floor system to be constructed may change. If foundation or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a suumiary of our findings and recommendations for the subject lot, and is intended for the potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, tbe seller should pass this letter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. ~ Ry Lepro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwetls Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or near the ground surface throughout most of the Denver metropolitan area. There aze risks associated with construction on, and living in azeas of expansive soils that cannot be completely eliminated by either engineering or construcrion techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. The determination as to whether slab-on-grade construcrion can or should be used for a particular application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potential movement will result in unacceptable slab performance. What constitutes unacceptable slab performance is subjecrive, and includes consideration of the amount of total slab movement, differentia] slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-grade depends upon the interaction of many factors, many of which cannot be accurately known or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors including geologic structure, the local and regional soil and bedrock profile and iYs variability, material types below the slab, engineering properties of materials below the slab, existing stress state, density and moisture content of materials below the slab, swell and/or suction potential of the soil and bedrock material below the slab and nearby, depth and magnitude of future moisture increase, existing and future ground water conditions, presence and location of neazby surface water sources, type and configuration of basement, tolerable movement for intended use, performance history and experience in the area, surface topography, previous and fuhue grading, surface and subsurface drainage, site landscaping, irrigation and vegetation. Assessment of future slab-on-grade performance involves consideration of all the above factors. Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and requires considerable experience and judgment on the part of the geotechnical engineer. Such an assessment is refened to as a"siab performance risk evaluation" (SPRE). Slab performance risk evaluarion is an engineering judgment that is used as a predictor of the general magnitude of potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results of laboratory swell testing to determine the measured swell percentage or swell potential of individual samples of a soil or bedrock material is an important considerarion in this process and one that has been used extensivety for more than 30 years in the Denver metro area, the results of swell testing performed on a given lot or subdivision alone aze only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unfortunately a lazge percentage of people tend to focus solely on the results of laboratory testing when evaluating the risk of expansive soils in their home buying decisions. Professional Service lndustries. lnc. Page 1 of 3 March l, 2004 In an effort to provide some uniformity in terminology and provide a relative correlation of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Association of Geotechnical Engineers (CAGE) developed the concept of slab perforxnance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluarion and Residential Basement Floor System Recommendations". The risk categories developed by CAGE are reproduced below: TABLE II RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* T Percent Swell (500 sf Surchaz e) Representative* Percent Swell 1000 sf Surchaz Low 0 to < 3 Oto<2 Moderate 3 to < 5 2~< q Hi 5 to<8 4to<6 Ve Hi fkTTIITT. >g >6 - I..o 1Cyrc~icnUanve percent swe11 values presented in the above table are not necessarily measured values; rather, they are a judgment of the overall swell of the soil and bedrock profile likely to influence siab performance. Representative swell can be thought of as the range of swell percentage which, in the opinion of the engineer, best represents the swelling characterisfics of the soils and bedrock within the anticipated zone of moisture content increase (often refened to as the depth of wetting) below foundarion excavation depths when considering all of the above factors. A current design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The engineer should evaluate potential wetting depths based upon geologic conditions and the site specific soil profile. Movement of foundations and concrete flat work constructed in areas with expansive soils will occur over time regardless of the performance risk category judged to be representative of a given site or area. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies conelating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, inciuding insufficient and inaccessible repair and maintenance records as well as inability to survey the condition of existing occupied homes. However, the results of studies that have been performed recently in the Denver metro azea have validated this observation. Criteria used in the study to evaluate slab performance included a maacimum crack height of'/< inch, a maximum crack width of'/< inch, and a maximum differential elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Service Industries. Inc. Aaee 2 of 3 March 1, 2004 Basement Floor Siab Performance rn = so ~ •c so m x -r- 40 w m ~ 30 y 4' r 20 3 ° a 10 x o y 0 ° Low Moderate High Very High Slab Performance Risk Category Strucrixrally supported floors, also known as shuctural floors, aze generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There are otFier design issues associated with structural floors, such as ventilation and increased lateralloads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not constitute a perfect option and in many cases are not the best option. Based upon the combined experience of it's members, CAGE advocates the use of structurally supported basement floors on sites where the slab performance risk is categorized as high or very high. Some homebuilders subscribe to this methodology and their standazd practice is to use slab-on-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnical consultant to be low or moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro area to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the siab performance risk is judged to be high or very high. On low and moderate swell potential sites, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construction of residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedures. The home building industry has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 years. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc. cannot be precluded using readily available construction technology within practical, cost effective limits. Professional Service Industries, lnc. Paee : of 3 March l, 2004 Spike as required v Partition for stability I I J~ Molding, nail at bottom only void Space ~ ~ Drilled hole Concrete slab I I-I I I-I 1 I-I I I-I I -~II-III,;,III III- Wood 2 x 4, nail to slab r~~i Information VOID SPACE DETAIL FOR N`~~ ToBuildOn PARTITIONS ON SLABS Englneering.ConsWtlng.Testlng EXHIBIT B Brick or siding 5' Minimum Frame Rock or bark aree sith dosnspout Wall 'AV extended beyond edging Sod ~~r:' • • ~ ~ ~ I I I-I I ~ Foundation I 1=' ' A'all Perforated edging or equivalent to allow release ot water trom rock or bark area Maintain minimum alope of 10% aeay from foundation Minimum 8 Mil Polyethylene or Geotextile Fabric aloped away Prom foundation under edging to top of grass ~h~~ Information RECOMMENDED LANDSCAPING LI~`''~ ToBuildOn PROCEDURES EngineeAng.consuni,g •Testing EXHIBIT C City of Wheat Ridge Community Development Deparhnent Memorandum TO• Accounting Department FROM: Kristy Shutto, Building Division ~ 5UBJECT: Refund for Permit DATE: Au st 2, 2004 Reason: Duplicate permit issued for 5306 Nelson St. One cancelled. Please refund fees. Please refund: 100% permit fee: 100% plan review 100% use tax: 100% engineering 100% Pazkland Total: TO: Melody Homes Inc. 11031 Sheridan Blvd. Westminster, CO 80026 Thank You! xristy ,Shutto Krisri M. Shutto Bidg. Dept. Secretary $182339 (acct # 01-510-00-516) $ 150.00 (acct # 01-550-05-551) $207030 (acct # 01-500-02-505) $ 100.00 (acct # 01-550-03-551) $1158 81 (acct # 33-500-00-5881 $5302.50 \\5rv-ci-cn8'OOIW~\kshutto\Building Department\Building Deparlmrnt\Word Pcr(at\Forms\Rcfund Total Permit .wpd F9oM ME:.oDY HcMES INC (FAI) 7. 30' 04 15:20T. 15:23/NO. 4863156443 P 7 COMMUNITY DEVELpPMENT DEPARTMENT Buildin mber BUILD,ING INSPECTION LINE - (303-23" n CITY OF WHEA7 RIOGE Date : 7/16/2004 7500 WEST 29TH AVENUE L~ WHEAT RIDGE, CO 80033 - (303-235-2855) Oroperty pwner: MELODY HOMES INC. Property Addross : 5306 NELSON ST PhOne : 466-1831 Contractor License No. : 21279 Gompany : Melody Homes Phone : 466-1831 OWNEWCONTRAC70R SIGNATURE OF UNDERSTMIDING AND AGREEMENT Construction Vaiue : $172,525.00 1 Aereby C@ftify tlfet NB eefbiClt dist3ncu proposed Cy thia ptrtnit aPPncatiOn are aCWr89B, 2nd ao not violata applicaDk wdinaneeg; ruley or roguiatione of Ne Gity of Wheal RiEpe cr Pemlit FC! : $1,823.39 oovenenw, easomenk Or rsstrictions of remrd: Naf all measwemems ohown, arw aneaarrons Plan Review Fee : $150.00 made are acarate: that 1 have raad and agree to abide by ali wrKNGmisprintmtl an this aPWicatlon, and Mat I assum¢ (u11 rgsppnsibility fpr tompliance wlTh !he W hEet RIEye 611ilding Use Tax : $2, 070.30 Code (U.B.C.) an0 all Wha spplio6le Wheal RiCpe ordinancee, for work ynder, th(8 pertftt. . (OWNER)(GONTRACTpR) SIGNED_ pATE TOt21: S4,043.69 Use : I i58. Description : 2255 C. FOUNDATION TYPE B. 3 CAR GARAGE, FIREPIACE AND BAY WiNDOW IN F MI Y ROOM. /I ) .Sa C/ please Note: r rty B IN D~ ENT USE~ ~ mes and cAnstrucn i~ rr~r s~to ' apgro~&ICplan zn3 ~q ~F[ Approval : TRG '{'he City is nz)t -ts,^r'ls ' Zonin Fr, d ~ 9 • PRO ry ; t~ $II- _ . ,.i. Ir~ ,~~Ci e~ . m ~w NO ISSUES. NEED PLAN ON SITE FOR $ET BqCK INSPECTIONS. 2 Approval : CR ENGINEERS STAAAplD FOUNDA710N PLAN ApProvalDfB OK. 7115104. SEE ATTACHED SHEETS OCCUp2nty : R-3 Wads : Roof : Stories : Residenval Units : 1 ElecVical License No : 21284 Company _Thunder Podge Elec#ric Co. Expiration Date : y28/2pp5 Rpproval : OK/KS Plumbing Lioense No :19354 Company : Millwood Plumbing 8 Heating Expiration Date : 5/25/2005 APProval : OK/KS Mechanipl License No : 17790 Company : Four Seasons Heafing Expirefion Dafe : 5/3012005 APProval : OKlKS (1) R' D~^mk 8~~e~ICe vAh Ne pwi5ioncSE~ MN M YoO~~ aPp~~ sM is euDist! b Vro laws M Uw Sb4 of CdpsOO and a IM 2onirp . epuWtions and RiOye. Cobrsdo a anY oReraDMKOde ddinaross ol tl+aCpy. ~NO (as"all rl U).tl~e Mvrk auNnr'v4 ie not conmencBd wi1Mn fbQy (80) dilla hom ifaia dak a(B) IM 6uilAYiO aWioAred is waDd a. (7) If tttls De~ad d 120 Eaya. . . ~ Y~ a49ir6c. 4 ~ prnYl 111Y Oo 1e9uired tur a fw 0'0*410 Uu MwuM rqfmmpy Mqufrad. PwMdeC ro dqnM Mre be0n or wid Ds nWe in IAe excmda aa t~~" MDMMon a~snaavnarq hes nct *iosgaep ar (1) y~ar. If awgec ais rruns a n sucpanebn w aMndonmG'l ()Yex, tuYfe~sehstlCeWW(artnmvpermit - (4) No wak O(arry mannasAaA be dene IAat will chanpe Ihe nalwal flow o1 waeer quc'up a Eninape probWn. (91 Conbactr wn mdy xr eu80§V ftwWw.lwerrcv-rour (zs) noun in ea.a,ca w an msprlions ana shw rea;w wFrn apprwm yi • G~~N wiM aoorww~pp. . ~^~Peuu:on mN Wfort (6) ~ 1 4 aPpAwl o tlrswinps nna speMCalirns shag not be calatruee tp pa a pemiil 1a. n« an approrW d. enr viplMim o( ~he p°i1s ~in2nu. iaw, nik or repula{on. Chief Building Inspector Pleaae sign Terms and Conditions on nvwse siee of pa9e. (FAI) 7. 30' 04 15:25/ST. ;5:23/N0. 4863156443 P 8 MELODY HOMES, INC: ~ fiEID ACGOUM 11031 Sheridan Blvd . . Westrnin>ter, CO 80p20 . - 7-27-oy ~ - City'ofiiheat Bidge ~ :~~'wu.Aan.~ ~}tn~R, i~~ .~a $ ~/c: o . ' ~ W, NOT GOOD FOW AMWi~ ~ . rw o...~ v 60227 S; sz,5~ . ! EA $23,OOOAo ~ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-2345933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 7 Dat : 04 Property Owner: MELODY HOMES INC. Property Address : 5306 NELSON ST Contractor License No. : 21279 Company : Melody Homes OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND $172,525.00 I hereby certify that the setback distances proposed by this permit application are acc ate, and ermit Fee : $1,823.39 do not violate applicable ordinances, rules or regulations of the City of Wheat e or covenants, easements or resVictions of record; that all measurements show, , and alle tions Ynview Fee : $150.00 made are accurate; that I have read and agree to abide by all conditions pr ted on tbis application, and that I assume full responsibility for compliance with the Wh t RidoBui ing Use Tax : $2.070.30 Code (U.B.C.) and all other applicable Wheat Ridge ordinances, fZ.3 or rk un r thjS permi (OWNER)(CONTRACTOR) SIGNED DA ~ 7' f b 0 Total : $4,043.69 Use ~ : S Description : 2255 C. FOUNDATION TYPR GARAGE, FIREPLACE AND BAY WINDOW IN FAMILY ROOM. I BU D~t i G\ PRD - , ~ ~,°at;n~ proper, USb~xcontractoris espon,iul_ ; .'to lines and cgWructiue r,~"~t :ar.d approved pl~n ar:d ir,.:1,m:. The City ~s not respar ; ..;rorsresuit'r~birouI.;.~ ~w~vwyE,~~~ny nNO ISSUES. NEED PLAN ON SITE FOR SET BACK INSPECTIONS. Approva : CR ENGINEERS STAMPED FOUNDATION PLAN !ub~ig'~'gF~'~5 rtient~~ OK. 7115104. SEE ATTACHED SHEETS ' Approval : B it 1I Occupancy : R3 alls : Roof : Stories : Residential Units : 1 Electricai License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS Plumbing License No :19354 Company :Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OK/KS Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OK/KS (1) This parmit was issued in accordance wilh the provisions set forth in yopur application and is subjed to the laws of the Slate of Coloredo and to the Zoning Repulations and Building Cotle of Whea[ Ridge, Colorado or any other applicable ortlinances of ihe City. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days from issue date or (B) the building authorized is suspended or aDandoned for a period of 720 days. (3) If Ihis pertnit 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 onginal plans antl specifcations antl any suspension or abandonment has not exceetletl one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done ihat will change the natural flow of water causing a drainage problem. (5) Cont2ctor shall notiry the Building Inspedor hvenry-four (24) hours in advance for all inspeclions and shall receive wntten approval on inspection carU before proceediing with successive phases of the job. (e) The is pertni~ycthe'HRproval4f drewings and specifications shall not be consirueA to be a permit for, nor an approval of, any violation o! ihe is e bg codes or any othTefdinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR B[1ILDING PERMTT APPLICATION Date: Applicant: ~`'1P.lody Mb m'e5 Phone# 1L~~ q (o(a" I93 5~-~-- Location of Construction: Purpose of Construction: S..~c-~ F,r,•~~~~ 4ESlarAjc~-_ Building Permit Value Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Development ReNiew Processing Fee: $100.00 g~ (for documem processing) Single Faznily Residence Review Fee: $50.00 S 50 , 00 (for review of applicable technical documems) CommerciaVMulti-Family Retiiew Fee: •(for review of existing technicai documents) $100.00 S •(for review of technical documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDOT Access Perntit Fee: E 100.00 $ (for doctimem application and processing) Traffic Impact Study Review Fee: $100.00 S (for documem review and processing) Flood Plain Variance Review Fee: (for document rcvicw and prcx;cssing) Class I Application: $300.00 S Class I Publiption/Notice N/A Class D Appdication $750.00 S Class B Publication/Notice $90.00 S TOTAL REVIEW FEES (due at time ofbuilding permit issuance): $ /So, o0 PLEASE NOTE THAT IN ADDIT70N TO THE ABOVE FEES, 7HERE WQ,L BE ADDTT70NAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTTON OF IIvIPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature of AppGcant Date 7-16-0 L R. 06'03 ~ DEPARTMENT OP PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Qy d *Md9e Dq,fftnWc d wk4c woft LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 7~~5Ley ADDRESS 5306" s a.J STZ~~r- Deaz Contractor: In conjuncuon with the approval of the building permit applicauon for the above referenced address, this letter is to inform you that all exisUng public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as deternvned 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 deternvne the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A211X' A„'r'~ David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4/03 COMMUNITY TIEVETAPMENT DEPARTMENT BUII.DING INSPEC"iTON LINE - 303-234-5933 4yCIT'Y OF WETEAT RIDGE 75pQ VVp,ST 29T$ AVFNUE WHEAT RIDGE, CO 80033 - (303-235-2855) APrBL+~y Ipl-,,~~~f propeccy Owner: me Propcrty Address: 5306 ConRactox Licensc No.: ~J Co~nM Y I I IQ,1 i.G~-i pNATENKUT7'MACTOR SIGKwTUQE OF NTERS7AMDIKG.V:O ACREFINGT I hcrcby <erti(y that The uWuk AiswIca DtoDOSVI 61' Ihis ptrnut opplication uc oceuratc, a~ donot violate appticabk ordinances. rvks mngnlauons of OmCrt]r ofNlwt Ridge or cavenanu, cucTna+u a restricriona of'ecord: ~h+~ ill meawrnnrnls shaw~..nd aif eg~ ti onc rNde art acewalC Ihat 1 havC rcad and /Qta b aGide 6Y a w^ditions nrinW aypry•wim snd thu 1 usume Nq respansibiliry far eampliaMe with «~R eR 8uldia8 CoOe (U.9.C) and all aher apphcable WAat Ridge Ordinuices. lhis Pem'it. DESCRIPTION: tS,'~"`~ -~+u'~c➢ lnuw')t brQ-~- 40 CM Building Permit Number bate: PNone' ;,jG'3 -qIpb-(~s i Plwne: ?~,~-~l Construction Value:$ Perznit Fee:$ Plan Rcvicw Fec:S USP T2X:$ Total:$ ey"a-cy 2~ 1N"rtr~-YY1ti- i ~5et_ br{cv HU1Lll1NG I1EPARTMENT il5E ONLY SIC: Sq.F[.: ZaexNa CoMMeHn: Approval:tt_Z Zoning: fFt> suunIHA Co.n.uKra: A10 :X55040's A1eled Approval: ~ r zv PusuG WORKi COMM[MS: ~Q n~,o.,si: 7~IS O " N -S~ .9-tr.tc.9~ 5~73- Occupancy Wa11s; Roof_ Stories: ResidentialUnits: Elaaical Y.iccnse No: Plumbin8 License No: Mx6auical Licease No: CamPanY•' lku'iG&4tLV Company- m atConVanYp7,,/ `~(,~;LGt%LLn Expiration Date: Expirrrion Date: Facpiratioa Dau: APP~~1• ppproval- ApP*~= (l) 7L:1MmI,w-+sissv~d'uscca~siihdeprodtimsxitwPoi.your+W~bO'ud'uwbie, aGrcqvnof~se~eafcolsaBoWmds2a.:e8 flROMriars and HuUint Cadu d Wsat Ridt4Cdaadu ar aY WwN"k adw~ ddeCSry. (2) TL'uvdTMt h+lewirtiffN ~ ~ a•~~iseaeam~adeiuiuiWr(60)dlYSGainiwrtR+uar(H)diebuTdinB~issuq~eadad« .b.ndnwd fva pa+ed a 13) If G;s MT~~u cxPiru. > iw~pumi' ma7 be uquird fa a fa~ otowJulf ~M ame~un nmm~N] wqa"ved. Dro~idN ehwSNx bemb u i( Ys4y~.tio% a m du aipWW PYm aod fVR`(Katwaa rd ~.Y a ~bIeduwew W wl <acaedOd aae (l) Y°- i~ .bwd~nwnt c...ada aoe (1) f~. (utl feec AuB bcPwd fW a acV p+luiL (q I:a.atMmM~ Wll OSdwe6rvr5c6.nXetlrtwwNflon' d.~ ewsiet' kajuFDmbk°d l5~ Cmvacnr ab.b.~4N 0~e Bsadiut ^'°O`~ UI) 6ms:a Wwiee W aB ~npaRant ud ~FaB aadve wioea ~4vaa insp«uw urd befae m0000ftt whC sucw6.e pYaesoftlw jd, ~~i u d.e Ndn ~f •cadom.tl`wbeew~w~dbbeiPm^h Tar.earu4+vb~'+~^~ ~aYKdaeanafAe ah (8) iNs isw~ecs ofa P Prov~ °(lnm8 °rMYa x4066oo• CtriefBuit ' insnei-tor xE ~ g ~IN~1ld ZA'd IZ• T b00L 6T ~dd LSBLS£L£0£~ ~ PLOT PLAN FOR 4'0`~ MELODY HOMES INC. LOT 11 , BLOCK SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5306 NELSON STREET S02°04'15'"E 5.05' ~ 36.e0 NO0° 13 11 W 6 36.50 J E .E. z ~ s. FF SETBACK - ~ ~ c00o~SE1 I"' I I z L T l/ rn m I O ~ I I ~ M I^ / ~ I 1 V TOO Vl W ~ ~ I I -P l 1"'f~ L1J I y . I m IW ~ I _ TO P~- I I A I I I I 19.0 21.0' ~ I '4 I I W I ~j tO I ~ I w ~ - ~rj r I ~ i CrzAwL ~ zzss ' ~es ' 135nn7 -_l*u) L-- 5 , . e ~ I w I ~ ~I I ~ ~ II I a~I~N III~ I o ~ IO J I ~ N 8.rteaL iNSIoe vR r--1~ ---1rn10.0 ~ ~ol 21.0' N I 0 I d TOG = 42.3 m~ 3 CAP TOF = 43.0 ~ GARAGE ao.s r°, I ~ RiGhtT I ~ I N S. 13.6' 4 I II PORCFi I N ~ - - J O 10' U.E. Li Iltip I~~ 0 I I v l.l I I ~ t .5' ~ I I I I38. 11.~' ~ II~ II I IN m I I - - - lO A I L „ ~ cr! I L N ~ ~ ' 10' U I 39.24 NOO* 13 ~ 1 "W 70 . OF~ 38.36 NELSON STREET NF ~12EV15E17 7)lr O7-OS -O4 L/lAWG,EU FQaa f 6t'n3ACK TU 270' FO ST G N RA NOT q 1. THIS PLOT PLAN p0E5 NOT SHOW LOCATION OF VANpOW WELLS. FOR THEIR LOCATION SEE STRUCTURAL ENGMEERED PLANS. 2. DIMENSIONS SHOwN AROUND THE PERIMETER OF THE STRUCNRE ARE TO THE EXTEFIOR fOUNDAPON CORNERS. 3. PROVIDE AND MAINTAIN POSITIVE DRAINACE AWAY FROM ALL FOUNOATION WALLS 6. TNIS PLOTPI N SHO UW5 EPRpPO5ED5MPROVEMENT5 o 0NLY~FINAL N CONSTRUCTION MAY VARY. 5. FOR OUESTIONS REGARDING THE FOUNDATION DURINC E%CAVATION, FORM SETiING, AND HOUSE CONSTRUCTION REPER TO lHE ENGINEERED FOUNDAlION PLANS. MODEL 2255 RH 3 CAR ELEV. C LOT AREA (S.F.) = 8,400 HOUSE AREA (S.F.) = 2070.9 COVERAGE= 24,7y, BLDG. HEIGHT= 23.75' AVG. BLDG. HEIGHT= 18.75' AVG. F.G.= _y/.S- APPROVED FOR STAKING ~ L` z ° MVUbt AT MINIMUM SETBACK CHECK FORMS BEFORE POURING 48 hi LEGEND: ❑❑UTILITY PEDESTALS WATER SERVI W OUR NOTICE REOUIRED CE f~=PROPERTY LINE ~ Z ° 2' STAGGER REOUIRED OO SANITARY SEWER SERVICE BOW=BACK OF WALK 1 00 ~ LIGHT POLE FOW=FRONT OF WALK ZU * CHESI TRI-LVI. LOT CO ERAGE FOR E-FLOW LIN V RAN 40% 1~11FIRE HYDRANT SETBACK ~MELODY HOMES CALL UTI47Y NO7IFICATION MINIMUM SETBACKS: 1°=20' SCALE INC. CENTER Of COLORADO FRONT: 20 0' : 110,31 SNERIDAN BLVD. 1-$00-922-1987 o . SIDE: 7 5' REAR 10' DATE: 06-15-04 WESTMINSTER C0. 80020 op 534-6700 MN iR . : REV: 07-06-04 PHONE: (303) 466-1831 vm"~-'"m °"°«~~M u STREET SIDE: 20.0' BY: BMA FAX: (303) sss-zsss m MINIMUM BETWEEN STRUCTURES:15' ~OB N0: SKY3 - ~ x, ~ ~ ~ C 0_22 ACRES ~ \ \ \ \ TRACT E `0.55 ACRES N 89°35' 34"E 295.02' DRAINAGE (DETENTION) TRACT i ~ i i ~ I i i i i ' I TRACT A 0.35 ACRES ~ ~ I N0.427 P.1/1 SUL. 2.2004 5:48AM 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax:303.235.2857 28 June 2004 Jill Jones Melody Homes, Inc. 11031 Sheridan Boulevard, Suite A Westminster, Colorado 80020 RE: 5306 Nelson Stteet/Building Pemut Review L7ear Ms. 7ones: W14 E4T,p,Om TI]E C1ty Of Wheat Rr•dge ~o40Rpoo I haue completed my initial review of the above-mentioned building permit, az?d I have the following comments: l, The submitted pernvt details ihe front yard setback to be 26 feet from the right-of-way. The lot directly to the south (5300 Nelson St.) has a front yard setback of 14.5 feet. Pursuant to the approved Outline & Final rievelopment Plans, there shall be at least a three-foot varianee between front yard setbacks on adjacent lots. Please change the frvnt yard setback for 5306 NeLson St, to at least 27.5 feet. 2. You should be aware that each lot will be assessed a fee in lieu of pazkland dedication, In addition to the fees associated with the buildin8 Permit, each lot will be assessed $1,158.81. shal b 3. (1 pp~) of thefront yard and twtenry-five pcent (25%0) of tthe total lo ent landscaped, One street tree for each seventy feet h7 as bark or ock may be u~h'1'ized, butou should be aware that non-living latldscaping, s~ may not exceed twenty percent (ZO%) of the total landscaped area Please make all required correcdons prior to the next suhmittal. You should be aware that comments made by cither the Public W orks or Building Deparnnent maY imPact my comments• Feel free to give me a call with any additional questions. I can be reached at 303,235,2849. Sincerely, TYavisl. Planner ; :f,}--._---- - _ ~ ~ ~ h : ~ C.~ ~ ~ ~ ~ ~ ~ ~ r ~r ~ ~ ~ ~ p 1 f! i 11 - ~ ~ ~ ~ ~ -°--~•x~ ! .r. c~ a°c,, 3 1! 1 ~ ~ ~ ~ ~ ft 4 4 E 11 i N 1 ~1 ; ~ ~ ~ P H ii ~ ~ ~ ~ _ . --4 ~ ~ ~ ~ ~ r~'~ ~i ~ . , cu ti p . . ~ « i » ~ ir ~ ~ : ~ n ~ ~t' a. ~ a a r- . . . . . . . , , , . . • ,..~.~,.w. . ~ R w~.~y ~ ~ - - ~ , . ~ . _ ~ , V ~ ( w ~ ~ ~ . _ _ . s ~ p ~ ~ w w w ~ ~ # • ► m ~ w . . . . . . . . a" ~ ~ t"' 4"""' i p t it n ~ . N 11 1 li n e ~n a n p ~ ; r: . ~ ~ ~a . C7 . ~d" ~ ~ f !1 1 H 8i * ~9 ~f . Y T ~ ~ i~ ~e ► nnnt~r-'r , ~ ~ ~~r ~a ' - r°~ ~Y. - = . - ~ ~ ~ ~ ~ ~ , a F , PA~ N ~ ~ ` " il ~ 4 I ~ , ' ~ » s ~ s~ * ~ ~ _ - C'~~ ~ A « ~ ~ ` ~ ( ~y ~ w Y'~ ' ' ~ ~ ~ ~ ~ 1 11 1i , r ~ ~ --4 x ,rr.. .;r . ..r. ~ . . : i i r ~~'^y ~ i ~.J . 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