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HomeMy WebLinkAbout6015 W. 32nd AvenueCity of W heat -Midge COMMUNITy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`b Ave. January 26, 2018 Owner/Occupant 6015 W. 32"d Avenue Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 RE: Previously permitted project plans available for retrieval — Permit 201400936 (Single Family Dwelling) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 4:00 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatrid eg co.us City of `7`I heat I ,dgc COMMUNITY DEVELOPMENT www.ci.wheatridge.co.us i nm 0 0 m o 0 ro z oz b H xg° � ry m a a m- m rd (D O n a MP. r y 0 ti x 9 mS R c rr m I O K n rt x* K O ? n N 0 Q: fY P.O �.. r• O b PC %n O g r- r. ($ V M o m O C U) m H n m FJ o z7 H Ut N to 0 to to � 5 K � rt 7. m .�. Fi cr 0 0(D n Cro N o m a a m p n m E N n o o O r n. b Y p � a o y z W m ry o f] CT O 1.a m R K a R m o l0 O m ~ 61 'O ,y O m� - O o m n, H tr m n w 0 0 �S m � 2: 'd :Nr ro (D m R a w a c 'r' a gFog ::r m p w 1 p W t7 N z E r m a o o a ` Mti w , m m N N o m d x a ° m y N o m LTl Z p W K w n w o 4 a H O fD tD o FVi. m Q1 n O o N no -0- N o I-h rt (D ° x N N O N lot b. x K rn% p N. O n t(D to y N ° w m R M° G H Z LQ F'ba M' u 0 c o h n V m m T per, Q+ � H m H tD w y m n hi �n 0 8 N. N H O u (D N m a m W t� rr ,bn' m n m m a rt m10 10 P_ m rn 07 W a N O m n O r r R O t-r rr m �� a H O O r N a to tr ir..•1 `Zi O N Cl a m p y w '7. tq n o to a M+ ie N• p W n cr arow 0 ct rt o R r. N tr m m m H m r N m a a \ o w R m a m n N N PV m r \ o m o m m J .r 0ccwaney/J',,Tc sl'rcll� ARIf 1V INSPECTION RECORD C r 1, �, , INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. 'o receive an inspection the following business day. J Inspector Must Sign ALL Spaces pertinent to this project Fondation Inspections Date Inspector uComments Initials Monolithic Slab Reinforcement Caissons Concrete Encased Ground (CEG) Footing/Sternwall P.E. Letter Do Not Pour Concrete Prior To Appro al Of The Above Inspections Underground/Slab Inspections Date Inspector Comments wo ivot luover unaergrouna Initials Electrical (Underground) UT i ne iwove inspections. Sewer Service (Underground) Inspector Initials Water Service (Underground) Comments Plumbing (Below/ In -slab) Heating (Below/ In -slab) Final Plumbirg wo ivot luover unaergrouna InsuWion V or tseiownn-biap vvorK enor I o Approvai UT i ne iwove inspections. Rough Inspections Inspector Initials Date Inspector Initials Comments Final Plumbirg Wal° Sheathing Final Mechanical Roif Sheathing LJ Roof Lath / Wall Tie B Ll L E -- Final Building Frame i Rough Electric q dwe-,Il /5 Landscaping « Parking Planning Dept. Rough Plumbing LA/L^ Rough Mechanical ROW & Drainage! Public Works Dept. 2L ------- Fire L-ispection / Fire Protection Dist. "Note: All items must be completed and approved by Planning, Pubfic Woiks, Fire and Building before a Certificate� of occupancy is issued Approval of the Final Building inspection does tv.A consti-evict authorization of occupancy. Rou�,ffi Framing i /75 InsuWion V Drywall Screw / Nail A, Final inspectiows Date Inspector Initials Comments Final Electrical Final Plumbirg Final Mechanical q,- 17 < LJ Roof 7 B Ll 4-c'e, C� Final Building Frame (-7 esce,--,ec( Landscaping « Parking Planning Dept. LA/L^ Inspections from these entities should be requestec one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections ccntact the Fire Protection District for your project. ROW & Drainage! Public Works Dept. :)J- 17 ------- Fire L-ispection / Fire Protection Dist. "Note: All items must be completed and approved by Planning, Pubfic Woiks, Fire and Building before a Certificate� of occupancy is issued Approval of the Final Building inspection does tv.A consti-evict authorization of occupancy. Occcupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 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: I MF f>c Job Address: O! S 1'/. 3 2 �"� A v� Permit Number: Zo / `% 00'9 3 4 V ire MeC4C"1:C'1 Of �iE'�t�r ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: PFI, l.722j�:' I Job Address: C? ( S iN Permit Number:�✓- C va -.rQo 4V f t ❑ No one available for inspection: Time , I S A Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 2—ice( Date: —/7 Inspector: �&_ DO NOT REMOVE THIS NOTICE City of C�,r��t»l r DvLcrnN, Sidewalk Driveway Escrow Agreement This agreement made this 8th day of February, 2017, by and between the City of Wheat Ridge ("City") and Carlos Burbano ("Property Owner") for escrowed funds in the amount of Six thousand dollars ($6000.00) is to be held by the City of Wheat Ridge until the sidewalk and driveways have been fully completed at 6015 West 32 "d Ave In the event that the sidewalk and driveway has not been built to the city standard and in compliance with the American with Disabilities Act by May 15, 2017, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or to do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrowed funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Director of Public Works, stating that the improvements have not been completed or provided and that the compliance date of May 15, 20176, has expired. Approved and Agreed: Property Ownerr Signature / Da C . Print Name / Title Business Address Phone Print Name / Title � P �? i �� jee �t �I I CG' �. < Business Address i -97 Phone v .CITY OF WHEAT RIDGE Building Inspection Division ► (303) 234-59330 Inspection fine (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE:";, 1K Inspection Type: Job Address:. 5 L,). -?!2!1,`_AVL-` Permit Number: 20/L(00 0 No,'one available for inspection: Time /PM Re -'Inspection required:6e� No *when corrections have been made, cafi for re -inspection at 303-234-5933 Date: 2 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division PC? , / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax W INSPECTION NOTICE Inspection Type: ��`" f r r-<� / �� r� F f Job Address: �D�S W • 3 Z '" ` v� Permit Number: 2-n/ 009 3 r• f 0VIUP gig 57L l�,flC' frV V 1 `rY i' V �'P PLC r^lO �PP % ✓C P t 9:�� ❑ No one available for inspection: Time A /PM Re -Inspection required: es No When corrections have been made, calf for re -inspection at 303-234-5933 10 Date: Inspector: DO NOT REMOVE THIS NOTICE P 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: E Job Address: W IS W 52,4-1 Permit Number: 2-9114 6:-p q ❑ No one available for inspection—:' -Time AM/PM Re -Inspection required: Yes; No t When corrections have been ma ; -call for re -inspection at 303-234-5933 Date: CP i Inspector DO NOT REMOVE THIS NOTICE 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: 601 a 3 0_ '. V Permit Number: 1, 7T o e ❑ No one available for inspection: Time A PM Re -inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: , DO NOT REMOVE THIS NOTICE City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2855 F: 301237,8929 Pe rifts 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 may be granted at the discretion of the Chief Building Of and may be subject to a fee equal to one-half of the original pe it fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and isnot guaranteed. Please complete this form in its entirety and submit to the Building Division at permits,)ci.whca�trid e�.co.us or fax to 303-237-8929. J_ii, Ct Party requesting permit extension:— Permit # U 14 00 13 ��I Property Address: C) u C) - Phone Email Address: Reason for extension request: Number of days requested: Printed Name: For office use only This request has been: Approved by: www.ci.wheatridge.coms Lom Date.'-- Extended until:N�* aI L M HI• _ "'� City of Wheat Ridge MwicipW Building 75M W. $° ge,t 303.237.89:29 Permit "' .c ! Permits 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 may 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. Reissuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed.Pleaw complete* r Division at aeMiJQ.qj.AheaIrW&e.W.1&or 1 + Permit #i w« :. 601 Phone Address: ++ ► N Printed Name:— "40tgri M. For of oe use only 0 Denied Extaided until: n ;• stew w.ei.w t g .mus FOR OFFICE USE ONLY City of tate: ';OrWhatfkAic OMMUNI-rY DEVELOPMENT 6++ J y Buildings & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review , Office: 303-235-2855 ' Fax. 303-237-8929 Inspection Line: 393-234-5933 ** Please l it all highlighted areas on bothsides of this form. Incomplete applications y not be Processed. Pr � Addle S. Prc; Owner (please print): ' Phone: ( t Property Owner Em %l Mailing Address. (if different than property address) Address: Ci!y, State,' Arch is ng ne r E-mail. Phone: Contractor: tor: Contractors City License . P Contractor E-inall Address: Sub Contractors: Electrical: plumbing. Mechanical: W.R. City License # W.R. City License # W. t. City License # Other City Licensed Stab: dither City Licensed Sub: City License #' City License # Complete all Information on BOTH sides of this for NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION r A STRUCTURECOMMERCIAL ACCESSORY - shed, ♦• RESIDENTIAL ACCESSORY VECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT LUM8ING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER •- mount or matenafs to m gees, etc. P4 Q 3311 , Sq. FULF Btu's a +arca Amps Squares, . Other PRODUCT SPECIFICATIONS This appliance has been certified for use with either natural or Propane gas. See appropriate data plates, This appliance is not for use with solid fuels, The appliance is approved for bedroom or bedsitting room installations, The appliance must be installed in accordance with local Codes if any, If none exist use the current installation code. ANSI Z2231/NFPA 54 in the USA, CSA 8 149 in Canada. This appliance is mobile home appr-oved, The appliance must be properly connected to a venting system. The appliance is not approved for closet or recessed installations. Hill M rll L— HyLo Knob O" t. Knob FP2073 ,w;....... .. F.07MM�- MWAVAILMM-MIN � Input ratings are shown in BTU Der,,j[njjr,_0,j1 71-7k �00 'Wons UP to 4,500 feet (1,370 M) above sea level, For elevations above 4,500 feet (1,370 m) in USA, installations must be in acr t"- I I NJ :C411HIUMM MITY 9 :C411HIUMM MITY 9 -PRODUCT FEATURES BLDV7 Series Gas Fireplace PRODUCT SPECIFICATIONS • This appliance has been certified for use vAth either natural or propane gas, See appropriate data plates. • This appliance is not for use with solid fuels. • The appliance is approved for bedroom or bedsiffing room installations. • The appliance must be installed in accordance with local codes if any. If none exist use the current installation code, ANSI Z223.1/NFPA 54 in the USA, CSA 8149 in Canada. • This appliance is mobile home appr-oved. • The appliance must be property connected to a venting system, GAS PRESSURES The appliance is not approved for closet or recessed installations. RUMM(w EMMI'V31,31 11 # Ignitor OW S Swt4 FP2073 20306741 5 .. a x •xw x„. xx.. .xx .. - w•x • -s x •_x xx x x -a i� !! ?� w EEE .. x x R EE• � EEE .. EEMmp tE • � EE' �, EE1 � s x «.*a x ®x ^woe • _x «xx _ r_ �, • x � x s x x x-, wax -xx x x w « « .;, w •xx x -s x x • •• x x . :♦ .x41 '. �� xi w - x> in ac ANSI Z223. x.. x' x.: x lor]x w x x w x: juris In wxw Please x ties x provincial •. x xnsta local x flatiM x x /« xat elevail w•x Inlet Minimum Natural Propene (LP) Inlet Maximum 4. " w.c. 11Z"lf}:" Manifold Pressure w:c. "w. 13." we 3, . 20306744 5 FOR OFFICE USE ONLY Building & Inspection Services Division 7500 W. 2e Ave., Wheat Ridge, CO .50033Offn Reviewice. 303-235-2355 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building er it Application • .s- �r� �Il a W ar Qo U11 UU4111 wtuvo V1 Ums rujill.111%;Wupluaax APPIVOIJIM)w may aava IM P Phone: Z Mailing Address: (if different than property address) Address; City, State, Zi ArchitectIEDSIMC , ItectlEngineer E-mail.* Phone: 1 ub Centra Electrical: Plumbing: , Mechanical: WR City License # W.R. City License # WK City License # Other City LicensedSub: Other City LicensedSub: City License # City License # Complete all information on BOTH sides of this form .•• r # # x R • # • yP j; ylµ � yM M #. � x I FA�-JS I ( ' 75-,r-,-,) n . FULF Btu's Gallons Amps Squares tither FOR OFFICE USE ONLY City Of Date wh6atl die C OMMU st-a DEVELOPMENT Plawpermit# Building & Inspection Services Division 7500 W. 2e Ave., Wheat Ridge, CO 80033 Plan Review Office: 303-235.2855 * Fax. 303-237-8929 Inspection mine: 303-234-5933 Building ' Application plea$$ comOleto all t tt h Ar*4$ On both stiff Of this term. Incomplete applivations may not be pr seri. Rroperty Address: Pro Owner(please print). Mallino Address. if different than property address) Address , C!ty, estate, i Ai ch tlEngin r E-mail-, Phone.- Contractors City Lioenss*. Phone*. Cont otor E. alb Address: Sub +intra Electrical. Plumbing- Mechanical: W.R. City License ## dR City License #Uv. . City Licer�s Other City Licensed b: Other City Licensed corks. City License # City license Complete all information on BOTH sides of this form NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADN RESIDENTIAL w w COMMERCIAL ROOFING ADDITIONCOMMERCIAL RESIDENTIAL D# ROOFING RESDENTIALADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL Ow STRUCTURE deck, MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBINGSYSTEM/APPLIANCE :ww#' REPAIR w #• w Y► # CMENT ELECTRICAL . # SYSTEM/APPLIANCE • w#::w or REPLACEMENT r. r C9, Sq. FULF Stu' � Gallons Amps quares Other O OFFICEUSE ONLY � n ! offlat_.".�.�. dge' � - 2_r5 R"'Wh6a MMUNi ter`vEac pRENT" ""P07 laniF'e Il i Building & Inspection ServicesDivision 7500 W. 291' AVe., Wheat Ridge, CO 80033 Plan Review Fee: Office; 303-235-2855 * Fax- 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Property Address., r� crp ccy rf�r {pl rllart:L21 Phone: � a, Property Owner Email-. Mailing Address: ('if different than property address) Address: City, State, i Architect/Engineer E-mail! Phone: �k Contractor: Contraotors City License . Phone. Contractor E-mail Address. SubContractors: ie to i. Plumbing: Mechanical: W.R. City License # W.R.City License # W.F. City License Other City Licensed Sub. Other City Licensed Sub. City License # City License # Complete all information on BOTH sides of this form ♦ + ♦ �r w. t . w t r � • x t CIA i Sq. FULF Stu's Gallons Amps Squares Other v FOR USE ONLY City of Date ... A-cvk JbKJpI� #Y dk A /^'lan €'"snit # + Building & Inspection Services Division 7500 W.29t°' Ave., Wheat Ridge, CO 80033 ran Review Feer Office: 303.235-2855 * Fax: 303-237-8929 Inspection Line.- 303-234-5933 Building Permit Application, * Pleas complete all highlighted areas on both sides of this form. incomplete applications may not be processed. Property Address: k-) iro + (p1ee prang. Phone. Property Owner Entail: Mailing Address„ (if different th n property address) Address: City, State, tip: rcht frier E-mail.- h Contractor: \4 Contractors City License #:_Phone:P Contractor E-mail Address: /1 S Sub Contractors.- Electrical: ontr ctors.- Electrical: Plumbing: Mechanical: W.R. City License # W.k City License # W.R. City License Other City Licensed Sub: tither City Licensed Saab: City License # City License # Complete all information on BOTH sides of this form # • m i.. � #R � � � m � Alf m m i ww x w smw # w* m w� m w r m w• m `# w w. m w m ,m ws ♦ w a ma # w w m Sq. IMt.lLF Stu's Gallons Amps Squares Other FOR OFFICE USE ONLY Date: City of Wh6a't 1�jdgle COMMUNiTy DEVELOPMENT Pfan/Pernrtt # "" (1",N Building & Inspection Services ivision 7500 W. 29�h )kve., Wheat Ridge, CO 80033 Pian Review Ice: 303-235-2855 * Fax: 303-237-8929 Inspection tine: 03-234-5933 Building er i# Application Please comoeto all highlighted sms on both sides of this f0m. incomplete OP0100tiOns MAY ttet $$$d Property A r. Property Owner (please prJnL) �3CA Phone: Property Owner Emall Mailing Address: (if different than property address) Address: City, State,'Zi A chit+octlEngin rE-mail-. Phone-. Contractor. \) Q U es Contractors crr CityLicense . ()fir a Phone � � INCunt cE-mail Address: tubontr ct �1ectricah Plumbing:Mechanical: W.R. City License # W.R. City License # Wok City License Other City Licensed Sub: Other City Licensed Sub; City License # City License # Complete all information on BOTH H sides of this far scri tion caf _work-, (Check all that apply) NEW COMMERCIAL STRUCTURE ELECTRICAL. SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING R SDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY TRUCTURE (Garage, shed, deck; etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck; etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPL�EMENT *unt of materials to be used, etc.): P t° AAS , Sq. Ft LF Stu's Gallons Amps Squares Other I FOR OFFICE USE ONLY Uk City of DOW ' ')u Wh6atRid COMMUNITY DEVEL0111vi, Building & Inspection Services Division 7500 W. 2e Ave., Wheat Ride, CO 80033 Office: 303-235-2855 * Fax: 343-237-8529 Inspection Line: 303-234-5933 Building Permit Application Pleaso o 816 aft 00,both sides of this fWM. lr t 0 $ s not bo, promsed. ; Property Address:} � � � �� i� Property Owner Email: e,:! k.�. V �6-- w Mailing Address: (if different than property address) w Address: ? . 0 (—Q,. City, State,' i Q' o �F �a rch t r< Ire ' E.Mail.. Phone. Contractor: contractors City License Phe, : .,� ... �� � -7 +ContractorE-maitAddress- bo, Sub Contractors: lcrrn rin : Mechanical: !: W.R, City License #WR. City License i .R. i tY License Other City Licensed Serb. tither City Licensed Sub: City Licen se # City License 1# Complete SH information on BOTH sides of this for A44o PZodri u . FtJLF�. Btu's �P x Amps Squares (od Projed Yal' : (Contract value or the costofatl to teriala and labor � OWNER/CONTRACTOR SI NATURE OF UNDERSTANDING A I hereby certify than the setback distances proposed by this permit applicat< D. bes 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 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 Ridge codes and ordinances for work under r any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and arae also authorized by the legal owner of any entity included on this a tion to list that entity on this application. CIRCLE ONE: (0WVNER) (CON MR) gr (At7THt?t*�f° ED N YVE) (OWNER) (CONTRACTOR) a NAME. St 1. ; o Lauren Mikulak I ''I III VISION From: Lauren Mikulak Sent: Wednesday, July 16,2014 12:58 PM To: 'cjburba03@yahoo.com' Subject: Building Permit - 6015 W. 32nd Avenue Mr. Burbano, This email is in regards to the building permit application you submitted for 6015 W32"d Avenue. I am unable to complete my review because it appears there are missing documents. Please provide the following: • Improvement Location Certificate (11,C) - An ILC (or survey) must be prepared by a licensed surveyor. This is a required submittal for all residential additions • Site plan - Please provide a to -scale site plan that identifies the boundary of the property, all existing structure that will remain, all existing structures that will be removed, and all proposed structures. Please label all setbacks for existing and proposed structures, • Building elevations - Please provide building elevations that identify the proposed height of the new construction and all materials. IVI =VULORM&IIII - I lazolagRAL%ZtEll Feet free to be in touch with any additional questions. I will continue reviewing your application once I have received all the information listed above. Thank you, )rO J Lauren E. Mikulak, ACCP e Senior Planner 7500 W, 29th Avenue Wheat Ridge, Colorado 8(1033 Q Office Phone.- 303-235-2845 Fax: 303-234-2845 www&Lwheatrid.ge.co.us _ 04 (')f W h"cat Age r -'s CONFIDENTIALITY NOTICE: This e-mail contains business-confidentiat information. It is intended only for the use of the individuaIl or entity named above. I you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use, of this communication is prohibited. if you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you, 0 City of SINGLE FAMILYIDUPLEN _ O ��Wh6atRid,ge- BUILDING FE TA TION REVIEW PUBLIC WRKS Date: 0 7/1b Location: ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. I. �Drainage: a. Drainage Letter & Plan required: es -iZNo b. Site drainage/grading plan have been reviewed and are: OK NOT OK; refer to stipulations. 2 v"' Public Improvements required & to be completed with project: a, street paving/patching,: Yes No -Completed b. curb & gutter: — Yes _4Z No -,Completed c. sidewalk: — Yes o 4 -""'Completed d. Other (specify): — Yes�o C --',,ompleted -4, For items not constructed, the amount of funds taken in lieu of construction: 1. V"' Does all existing roadway/alley R. .W, nicet the standards of the City: Yes No If not, what is required? If R.O.W. is required, has the deed been received: —Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4 -Z APPROVED: The Public Works Department, has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. rp A20�* 7L4el�/� Signature David F. Brossman, P.L.S. Date 5� 4' L,4- NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature David F. Brossman, P.I.,S. Date 6. Stipulations: :5*1,1 Cit T 4k A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC tMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW coNsTRUCTION PERMIT PRIOR TO THE ISSUANCE OFTHE CERTIFICATE OF OCCUPANCY. Rev 06L)O 13 City 0 -i�9�Wh6atf)�-ijge P , 8 LIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 3012352861 F: 301235.2857 0 Jamatlawl A -A Date: Location of Construction: 2� �All> Purpose of Construction: Single Family X— Commercial Multi -Family (Required of all projects for document processing) Single FamilLuRlegsaidgengeeg/MDialex Review Fee: . - — » ". - . . ...... -.............. $50.00 Commercial/Aluld-Famitv Review Fees: # Review of existing or minimal technical documents: ......... $200,00 * Initial review' of technical civil engineering documents (Fee includes reviews of the I` and 2 nd submittals):.. ... ...... $600.00 # Traffic Impact Study Review Fee: (Fee includes reviews of the I" and 2nd submittals) ..... .... $$00.00 # Trip Generation Study Review Fee: ... --- ...... ... $200.00 0 0 & M Manual Review & SMA Recording Fee... ... ............ $100.00 ° Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested bv staff, further reviews of the Application will be suhiect to the following Resubutittal Fees: ResgbmittaLFLs.- 3'd submittal (�,S initial review lee):, ...... ...... $300.00 4d' submittal (full initial review fee): ...... $600.00 All subsequent submittals:.,..,,., .... $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Pernin issuance): $L�10 - ►2) PLEASE NOTE THAT IN ADDITION TOTHE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY, www.ci.wheatridge.co,us, Rev 1212 City (it' 0000. City of Wheat midge Municipal Building 7500 W. 20 Ave, Wheat Ridge, CO 80033-8001 P. 303.235286l F: 301235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTC) TIO DATED:/ ADDRESS: .,SS: , 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, If you have any questions, please contact me at 303. 3 . g6 . Sincerely, David FK Brosstnan, P.L.S. Development Review Engineer CC: Fite www.ci.wheatridge.co.us Rev 2100 Melissa Macke NOWNSN"M From: carlos burbano <cjburba03@yahoo.com> Sent: Monday, August 18, 2014 8:23 AM To: Melissa Mackey Subject: Re: City of Wheat Ridge Hi Melissa: Electrician is Conquest Electric, Jorge Burrola 836 S. Raritan St. Denver 80223 Plumer is Mor Plumbing, Santos Mor 1033W.112 th Av.# D. West Minister 80234 HVAC is Adams Heating and Cooling.Adam Medina. 4645 W.Exposition Av.Denver 80219 Let me know if you need anything else, thank you Carlos Burbano 720-620-1620 UMBER= 33= Melissa Mackey •« Technician 7509th Avenue V 4 W, City of 0011� ]'�KWh6at COMMuNm tXvmOLRwT prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected, Thank you. ONOW. "110 a Phone: 303-688-5151 303-660-5243 SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS FOR PROPERTY AT 604SVVe"ijd)"e. City/Town of Wheatrildge Jefferson County, Coloradl A Z LIJ Ji P -A&* Lmmiamm Joseph A. Jesik, P.E. Design Engineering Inc. ONOW. "110 a Phone: 303-688-5151 303-660-5243 SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS FOR PROPERTY AT 604SVVe"ijd)"e. City/Town of Wheatrildge Jefferson County, Coloradl A Z LIJ Ji P -A&* Lmmiamm Joseph A. Jesik, P.E. • JLAj!,jKgL*jAJL$j*jMaXnN 1. INTRODUCTION ................. ........ ........ ................ ...................................... - 1 2. GENERAL FINDINGS .............................................. ...................................... 1 3. FOUNDATION RECOMMENDATIONS ..........................................................1 11, FOOTINGS WITH MINIMUM DEAD LOAD........ ... ....... — . —, 2 4. SITE DESCRIPTION & PROPOSED CONSTRUCTION ......................... ........ 2 6. FIELD AND LABORATORY ANALYSIS ......................................................... 2 6. SUBSURFACE CONDITIONS ......................................................................... 3 7. SLAB RECOMMENDATIONS ......................................................................... 3 8. SITE PREPARATION ..................................................................................... 4 9. FOUNDATION BACKFILL ............................................................................... 4 10. SURFACE DRAINAGE .................................................................................... 5 11. SUBSURFACE DRAINAGE ............................................................................. 5 12. LIMITATIONS .................................................................................................. 6 APPENDIX A: MAP., ......... ......... .............. A APPENDIXAaAAE APPENDIX C- BORING LOG.. ......... ........... �c lg= APPENDIX F: FOOTING FOUNDATION DRAIN SYSTEM AND BACKFILL DETAILS... ... -- ......... — ...... ............ —.-- ... ... — ..... ...... ....... F "VIM IZ120111aft M HNIN E, ZRINt I MMIUIISK� �* CRE Design Engineering has completed a site investigation for the subject property at the request of Anchen Wang. Site investigation results and geotechnical recommendations are included to comply with local requirements and present an appropriate foundation for this site. 11��gpi BH 1: (0-11 ft) CL CLAY, sandy to very sandy, stiff to very stiff, moist to very moist, brown. The 8 ft sample showed a consolidation of 0.2% when wetted with a 500 pound per square foot (psf surcharge load. (11-24 ft) SCS SANDSTONE, very clayey, medium hard to hard, wet, brown to yellow brown. The 13 ft sample showed a swell of 3.3% and the 18 ft sample showed no swell/consolidation when wetted with a 500 pound per square foot (psf) surcharge load. Depth of BH I was approximately 24 feet. Ground water was encountered during drilling at 19 ft below existing grade. The water level was checked 24 to 48 hrs later and found at a depth of 13 ft. CRE Design Engineering must be contacted if the existing structure is on a different foundation system then what is recommended in this report. With respect to the soil investigation performed at this site, and the intended structure as described by the client named above, the structure may be founded on the following: MAN 1101mil W, OU A spread footing foundation system may be utilized at this site provided foundation components bear on the undisturbed natural soil using a maximum soil bearing capacity of 1,800 psf with a minimum dead load pressure of 800 psf, A 6 -inch void material should be installed in areas where the minimum dead load cannot be attained. Foundation components must also bear below all organic material. Some movement of the structure on this type of foundation system is expected. Foundation walls should be designed to withstand active lateral pressures equal to an equivalent fluid pressure of 45 pcf. Prior to placing concrete, all bearing surfaces must be cleared of loose material. Disturbed material may be re -compacted in place only after contacting, and with guidance from this office. To verify the soil conditions and to verify the design bearing pressure for any footings, it is reqyLred that an Men excavaLton observation be performed at this site. This observation must be performed only after the entire excavation has been dug to final grade where foundations will be constructed and is not included in the fee of this report. If potentially expansive clay, deleterious material or other unsuitable conditions are found additional testing and revised foundation recommendations may be required at an additional cost. A single family residential structure exists on this site. It is assumed that the existing structure has been founded on a continuous bearing footing system at, or slightly below the bottom of the existing basement, and or crawl space depth. It is our understanding that an addition is planned for the proposed construction, It. JW4 O.Z.14100101 AT* 0 0 0 Soil and rock are visually logged during drilling by CRE Design Engineering personnel. Logs include soil and rock classification, density/consistency or hardness, weathering, moisture conditions, color, and other observations that may impact the design or construction. Changes in soil/rock types and properties are noted along with groundwater conditions encountered during drilling. I dim The driller collects soil samples from different depths to determine subsurface conditions and properties. A 2 -inch O.D. brass liner inside of a solid barrel sampler is used to retrieve the samples. The sample barrel is driven into the ground by a 140 pound hammer free failing 30 inches. Drill cuttings and bulk samples may also be collected where liner samples are not retrieved. Samples are then delivered to the laboratory for testing and analysis, g I I tit 1 rg I M gm- I# 11!1 rz&w Ion I The project engineer reviews field logs and laboratory test results. Subsurface conditions presented in the report represent the results of this investigation based upon drilling, observations, laboratory testing, as well as our experience in the vicinity of the project. Investigations performed on nearby sites may have been considered in these results. A summary of laboratory analysis, boring logs, and laboratory test results are included in Appendices B, C, and D and present specific subsurface conditions and property information. The Stab Performance Risk at this site is judged to be 'Moderate' (less than 5% swell with a 500 psf surcharge). These soils may not be suitable for the construction of slabs. It must be understood however, that the risk of slab movement does exist. Changes in the water content of these soils may cause the soil to swell or shrink which may cause movement or cracking of slabs. If some movement of a concrete floor slab on grade is not acceptable, finished room areas should be constructed utilizing a structural floor system over a crawl space. Should the owner elect to accept the risks of expansive/consolidating soils and the effects they have on slabs, the following have been shown to be helpful when constructing concrete slab on grade* N 0, V 9 V t 1, 1101 Of "OVA 11 *3111"' Slabs should bear on undisturbed natural soils, or on properly conditioned and re -compacted materials, as opposed to gravel or other materials, which may allow the migration of water below the slabs. If the on-site soils are not acceptable, it is preferable to bear slabs on non -expansive imported materials that are not highly granular. This will minimize the transfer and retention of water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index less than 15 are preferred. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs must be fitted with expandable / collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure. Non-bearing partition walls must be constructed with a minimum of 3 inches of float to allow for movement of the slab without damaging any part of the structure. All doors shall be constructed with at least a 1 -inch gap at floor level. It is the owners responsibility to monitor and maintain all floats and gaps as necessary. If additional information on float is needed, please contact this or any geotechnical office. Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils, Floor slabs must also be scored in accordance with the American Concrete Institute (ACI) recommendations in order to control cracking of the slab due to shrinkage or other factors. These scores should be a maximum of 12 feet apart. We anticipate that additional grading may be necessary. Site preparation procedures should be performed such that the potential for standing and ponding of water around the site is minimized. Clay soils should be kept from desiccating (drying and shrinking) by sprinkling the soils occasionally. Drainage swales or channels should be created where necessary in order to route water away from the excavation and construction area. Backfill placed around the foundation walls should be free of trash and fragments of rock over 6 inches in diameter, soil should be moistened and adequately compacted to help reduce settlement after completion of construction. The top one foot of the backfill material should be relatively impervious. 19 Mils I N .2 lu to tin k' OWN - — -, F , M' M A WIWI 9 11 LVI I 1� 'W Iin# &TWITIT4i The area surrounding the structure should be graded so as to provide adequate drainage away from the structure. This is typically accomplished by utilizing a 10 percent (12 inches in 10 feet) slope down and away from the foundation. Low spots should be filled in order to prevent accumulation and ponding of water near the structure. Surface water running toward the structures from up slope areas should be diverted around and away from the structures by means of drainage swales, or other similar measures. Decorative edging should be constructed to allow water to flow through-, around or under the edging and not so as to cause damming of water behind the edging. Sprinkler systems should be constructed so as to keep the area within 5 feet of the structure as dry as possible. Sprinkler heads or other irrigation components should not be placed in, nor should they release water into, the .2rea that is within 5 feet of the structure. Downspouts and sill cocks must terminate outside of the backfill area of the structure and a minimum of 6 feet from the structure. Downspouts and sill cocks should discharge into splash blocks that extend well beyond the limits of the backfill, The use of long downspout extensions in-place of splash blocks is advisable. M - Mwo I M0 M0 "M M. OR 111111 1 Jill IMPRIMMEMEMEM= In order to minimize the chances of water damage to the structure(s), a perimeter drain is required for any habitable spaces below grade built on this site. This drain may daylight to an exterior outfall location or may flow into a sump pit fitted with a pump. If an exterior outfall location is selected, ensure that the drain opening is protected by screen. See the attached diagram(s) for a typical perimeter drain cross section. The attached drain details are intended for use where below grade habitable spaces are constructed a minimum of 3 feet above the groundwater table. If below grade habitable spaces are constructed below or within 3 feet of the groundwater the attached perimeter drain details shall not be used and a ilrainage system should be designed by a qualified civil engineer. In any subsurface investigation, limited data is available from which to formulate soil descriptions and generate recommendations for foundations and related construction components, The samples taken are indicative of the subsurface materials at the time and at the location the samples were taken. Precipitation, seasonal changes, and excavating are just a few of the factors that may create changes in the composition of the site. If conditions are encountered which are significantly different from those described in this report, contact this office before proceeding., By acceptance of this report all parties agree that the purpose of this report is to provide geotechnical data and foundation recommendations only and does not address nor was intended to address any environmental issues, hazardous materials, mold issues, toxic waste issues or other subsurface situations or conditions other than those described within this report. This report is intended for the sole use of the above named client and their approved agents. This office cannot be responsible for any conclusions or recommendations made by other parties based upon the data contained herein. M A i 4 m A 022A oil IN simviinSNOO IVOINHO3103E) ivanionuis llllq� III, Oil 11 Q ;Oki Bore Hole #1 1 1 kqgend: TOP SOIL MAN MADE FILL (T) $112 SAND, SILTY :SAND,CLAYEY : lz SAND, WELL GRADED mamgmml AUGER REFUSAL xlx SLOW COUNT FOR SAMPLE WATER LEVEL AT DRILL WATER LEVEL AT 24-48 (18') 50/111 T HOURS PROJECT NUMBER 14-5870 (23') 60111 DRILL DATE 5/20114 CLAY, LOW PLASTIC 21112 - F CLAY, HIGH PLASGC I.CLAYSTONE, esign Engineefing Inc. CLAYSTONE, L.P. >*- 2"" H,P, mamgmml AUGER REFUSAL xlx SLOW COUNT FOR SAMPLE WATER LEVEL AT DRILL WATER LEVEL AT 24-48 (18') 50/111 T HOURS PROJECT NUMBER 14-5870 (23') 60111 DRILL DATE 5/20114 KKPWW mi"w"o ;%MW Phone-. 303-688-5151 Fax303-660-5243 NOTE: .MMIM"A"MRIP "_46Tk" IS AVAILABLE IN THE D 4% :7 esign Engineefing Inc. KKPWW mi"w"o ;%MW Phone-. 303-688-5151 Fax303-660-5243 NOTE: .MMIM"A"MRIP "_46Tk" IS AVAILABLE IN THE Ic Design 701 Park St, Unit E A Caste Rock, Co 80109 "BE Engineering Phone� 303-668-5151 z Fax3D3,660-5243 W 0 Inc. U) LI) () VA".credestneng.com CUSTOMER NAME: Carlos Burbano JOB #: 14-5870 JOB ADDRESS: 6015 West 32nd Ave, Wheatridge DRILL DATE: 5/20/14 8 91 a Will, t BH 1 @8 FT 0 A 0 0. 0it - m Design CRE1, a Ps y ng _.,... Inc. <t o O 0 703 Paris St, Unit E Ca Rock, Co 80100 Piton 303-688-5151 Fax -660-6243 www,credesigneng.com CUSTOMER NAME: tomer€cis Burb no JO #. 14-5870 JOB ADDRESS: 6015 West 32nd Ave, Whe tridge DRILL DATE: 8/20/14 0 3 Swell under constant pressure due to wetting 0 V ca U 0. Water -1 4 - Added 500 1,00011i 11 t1� m CONSTRUCT FLOORS OR DRACE WALL5 TOP t 130TTOM FRK)PI TO DACKFILUNG FOUNDATION DE5tGN LAY OTHERS ROOF GUTTER DOWNSPOUT AND EXTENSION SHOULD EXTEND DEYOND GPAVEL OR BARK WELL SLOPED HACK FILL 10% FOR FIR5T I "-WOOD OR, METAL EDGE W1 WEEP FIOLES OR 5PACE TO ALLOW FREE FLOW Of WATER TOP 12'WELL COMPACTED 13ACKfILL /MnDFE"RATELY COMPACTED BACKFILL. -DO NOT OVER WET OR PUDDLE WATER DURING 13ACKFILL (SEE REPORT FOR CAUTION ON HYDR05TATiC LOAD5) -DO NOT ALLOW LARGE, MACHINE TRAFFIC DURING L3ACM` ILL ­13ACKfILL AROUND TIME FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE 5HOULD BE WELL SLOPED TO PRECLUDE PONDING Of RAINMI, IRRIGATION WATER AND 5NOW MELT ADJACENT TO fOUNDATION WAL15, CAUTION: DO NOT DIKE OR IMPEDE THE FLOW Of WATER AWAY FROM FOUNDATON WALLS WITH 50D, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. D(,)WNSPOIJT5 AND 59LL COC' 5 SHOULD D15CHARGE INTO 5PLA5H 131-OCK5 OR LONG EXTEN5IONS. 701 Park Street, Unit E DRAINAGE AROUND BE esign Castle Rock, CO 80109 FOUNDATION WALL Engineefing Thane: (303) 688 - 5151 Inc. www,credesigneng.com m FAA3 9 1 PJ WY.A.140 9 11 R ?J A f RAI I - 0 CONSTRUCT FLOORS (5LAB5 * STRUCTURAL) OR BRACE WALL5 TOP t BOTTOM PRIOR TO DACRMLLING A f DN DESIGN BY OTHERS EXPANSION JOINT CONC. SLAD J WELL COMPACTED FILL WELL 5LOPED f3A(.-,K FILL 10% FOR FIRST I Cl' -O'" NOT DIKE W/50D OR EDGING TOP 12" WELL -COMPACTED DACKFILL MODERATELY COMPACTED DACKFILL -DO NOT OVER WET OR PUDDLE WATER DURING DACKFILL (5EE REPORT FOR CAUTION ON HYDROSTATIC LOADS) -DO NOT ALLOW LARGE- MACHINE TRAFFIC DURING bACKf[Lt 0 MIL MIN POLYETHYtfNE GLUED TO WALL 4- EXTENDED 12" MIN, AL30VE TOP Of FOOTING * ALONG THE DOTTOM OF THE EXCAVATION J"TO I ` CLEANLANDSCAPE ME5h VEL.- �OK DRAW fADRIC 4'0 PfRFORATED) PLEMBLE PIPE -SLOPE DRAIN PIPE k PER FOOT TO DAYLIGHT OR TO A SUMP PIT BACKrfL.L AROUND THE FOUNDATION 51OULD 13E MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD DE WELL SLOPED TO PRECLUDE PONDING Of RAINFALL, IRRIGATION WATER AND SNOW MELT ADJACENT TO FOUNDATION WALL5, CAUTION; DO NOT DIKE OR IMPEDE ThEFLOW Of WATER AWAY FROM FOUNDATON WALL5 WITH SOD, EDGING OR DECOPATIVEGRAVEL AND POLYETHIENE. DOWN5POLIT5 AND SILL COCKS SHOULD D15CHARGE INTO 5PLASH BLOCKS OR LONG EXTENSIONS. 701 Park Street, Unit E FOUNDATION EXTERIOR DkA-IN oft esign Castle Rock, Co 80109 SYSTEM & BA K1=11~ L DETAILS n" E Engineering Phom (303) 688 - 5151 SCALE. FOR 1:16 Inc. www credesigneng.com CONTINUOUS SPREAD FOOTINGS 121IRMEM Address: Zoning: P'? Lot Size. C2 sq. ft. Lot Width: Property in the flood If plain? yes, add surveying condition FID. Type of project (applicable survey conditions in parenthesis): U Accessory ISP, ILC or site plan none if in floodplain (FID) Addition ILC and site plan cifsetbackor'i_n_floodp1a_irv.n(FN_D_) if iii ('I" LD) U New ILC and site plan yes (FND if /in osetback) wTf if in floo ain Maximum Lot Coverage: % sq. ft. Existing Improvements. i ) Proposed Improvements: House: teaZ5_ sq. ft. House/addition: sq. ft. Shed: sq. ft. Shed: ft Detached garage: ]� �-2 sq ft. —sq. Detached Garage: ____ sq. ft. V/ Other: sq. & Other: --- sq. ft. Total Existing sq. ft Pro posed+Existing sq. ft Lot Coverage % Lot Coverage_ % Required Setbacks: FR S S R :5 Provided Setbacks: FR S S R IV/ For additions or new construction, is the structure within 2 feet of tninimum, setbacks? If yes, add surveying condition FND, Maximum Height: 3S ft. Maximum Size: sq. ft. Proposed Height: 2, & Proposed Size: sq. ft. Parkland: If the pen -nit is for new construction, have parkland dedication fees been paid? If no, add condition PFEE, notify owner, and notify building division. Streetscape: Does the permit result in any of the following conditions? LJ Construction of new roads U Platting of new lots LJ New development O(Additions that increase floor area by 60% or more (see formula) (proposed floor area Z.0 existing floor area existing floor area,_Jg?` _,__ inc. If any box is checked.... SF/DUPLEX—Is there existing OCurb UClutter %15 -foot sidewalk adjacent to the Property`? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required,. MULTIFAMILY—Does the frontage meet current city standards? ___ . If not, street cape construction or fees -in -lieu will be required. . . <) vve Fees -in -lieu of dedication or construction are due at the time the permit is issued. (9 # r 0, VMr ,w 111111 ��:� �• �► �« � smommalm SINCERELY - 1233 CECIL R. 4 ui F- 4N r�ro r r -R a -r -a.. , sw €r- mill, I'l linrl Property Address: 6015 N ,�, 3 NQQ Prooerty Owner (Wease print): c G A Phone,11 9>9 1-7 S V'> I I I Complete all information on BOTH sides oft is form Mm s s •• w ME= Si4e Family Wsidential One Story Detached Garage Floor Plan tIv;M WfIrWIL"I AM . . . ` . . - . . . BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Located at 6 G 1 ~ C✓ ~)7 Z_ ! 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: tT 1- E., You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. ~ Aate 4, 7 9 . . G jinspector }or Bullding Dept. DO NOT REMOVE THIS TAG FORMWRB-42 .a~._.r.. . . ~sb'.a:~ DEPARTMENT 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 199.~ Oy_ % Property Owner : Property Address : ~ p/ 3 ~ a~"`~ GL~"C Contractor License No. : Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposetl by this pertnit 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 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordinances, for work under this pergiit. ~ (OWNER)(CONTRACTOR) Description : ~ 'l/ / BUILDING DEPARTMENT USE ONLY Occupancy WalisAa'ZL Roof Stories : / Phone 7 &`¢7 Phone; Construction Value : Permit Fee : Use Tax: Total : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : , Pt__'d[tSaR"I[R~ed'~~~ (7) This permit was issuetl in accordance wi[h the pmvisions set forth in yopur application and is subjec[ to the laws of the State of Coloredo and to the Zoning RegulaGOns and Building Code of Wheat Ridge, Coloratlo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixry (60) days from issue date or (B) the builtling aulhorizetl is suspentletl or abandonetl (or a penotl oF 120 tlays. (3) If this permit expires, a new permit may he acquiretl for a fee ot one-half the amount nortnaily require4 provided no chan9es have been or will be matle in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment exceeds one (7) year, full lees shall be paid for a new permit. (4) Nb work of any manner shall be tlone Nat will change the naturel flow of water causing a tlrainage problem. (5) Contredor shall notify the Building Inspector hvenry-four (24) hours in advance tor all inspections antl shall receive written approval on inspec6on cartl before proceetliing with successive phases of the job. (6) The issuance of a permit orthe appmval of drawinqs antl specifca[ions shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the builtling cotles or any other ordinance, law. rule or regulation. Chief Building inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : SUPERNOR JAMES R Property Address: 6015 32ND AV Phone: 232-7897 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $600.00 I hereby certify that the setback distances proposed by this permit application are accurate, P@fmit Fe0 : $45.00 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 Plan Review Fee : $0.00 made are accurate; that 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliani;;e with the Wheat Ridge Building Use Tax : $15.00 Code (U.B.C.) and all other applicable eat Ridge ordina Fes, for work under this per it. (OWNER)(CONTRACTOR) SIGNED ATE7~7 Total : $60.00 Description : 100 AMP EW SERVICE Building Permit Number : 95-842 mm Date :4/27/95 Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval: 11111 Expiration Date : Approval : Expiration Date : Approval: V.• '~i~2 . (1) This permit was issued in accordance with the provisions set foAh in yopur application and is subject to the laws of ihe State of Coloredo and to the Zoning Regulations and Builtling Cotle of Wheat Ridge, Colorado or any o[her applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authonzed is not wmmenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a penod of 120 tlays. (3) If ihis permit expires, a new permit may be acquiretl for a fee of one-half the amount normally required, provitled no changes have been or will be made in the original plans antl specifications and any suspension or abandonment has noi exceeded one (t) year. If changes are made or if suspension or abandonment exceetls 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 causin9 a drainage problem. (5) Contractor shall notify the Builtling Inspec[ortwenty-four (24) hours in advance for all inspec[ions and shall receive written approval on inspection cartl before proceetliing with successive phases of ihe ~ob. (6) The issuance of a pertnit or the approval o~d2win95 antl specifications shall not 6e construetl to be a permit for, nor an approval of, any violalion of the provisions of the building codes or any other ordinance, law, mle or regulation. 'J 6Zi" Tii.>. Chief Building Insp tor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION