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Home My WebLink About11855 W. 35th AvenueINSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MI NIGHT (11:59 PM to receive an inspection t following business PERMIT,20� i�1 C E:3J ra / _(Z//(DDRESS:� Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground l - -- (� Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 395 .Insulation 306 Mid -Roof l - -- (� 3.07 -Metall Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: GIl� Z-- ADDRESS: i/�6'�/ /�/fe-JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 401 Gasline 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 08 Final Plumbing Commercial 409 Final Roof, 410 Fingal-Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. Page 1 of 2 The City of Wheat Ridge Th�iird. Party Form Check List Property Address Ij s�aJ v �- Permit Number 0 1 3) 2— Permit Permit Issued Date � f��2> t �-- Owner Information Property Owner Information &,rZC_,L kzr,,LCn_ Property Owner Address Inspector Information Inspection Company Inspector MameGary Manlove JBA— 18A B—,.lttng Inspector Contact info_ P0008 2H3 Larkspur, CO HPI IS Celt 720.443 8280 F_il: gary manlave+ngm A— Inspector Statement and Acknowledoement hearty acknowledge the roof I am inspecting is 6112 or over_ All roofs that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept. 1 hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as a ity of Wheat Ridg Policies and Procedure and Manufacturer's recommendatio nd speci Inspector: Date: 7-1 Property Owner Statement of Acknowledoement zl hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat. ' 'ge rui _ng Division inspection. ropery Owner/Agent: _ _ Date: 5 7/19' This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7560 _ 29th Ave Wheat Ridge CO 80033 Draft Date: 7126;17 FzC4.0 I zS,� C, el') /) I �cO S 2— TI heat' 'd e The City of Wheat Ridge 1� Page 2 of 2 ��k�of Wheat" T, _� pection Checklist 0 s Inspection Checklist Notes MID -ROOF FINAL 0 Fail J Metal roof shingles shall not be installed on slope less 3-12 E] roof Metal valley flashing shall be the same material as r L_] raa Metal valley flashing shall extend a min of W'fram the centerline with a min- of 3.14 " high splash diverter rib bulli -in at the flow line with sections overlapping a. a min- of 4" He 40fs Rec'16gernents \,r-1 Fail --clay and concrete tile shall have a min. 2-112:12 slope Slopes 4-12 and under require double undeflayment Company Name: JBA Inspector Signature: L Company Name: JOA Inspector Signature: Date of MID -ROOF InspectZn: 1 �=_/6 J X� Date of FINAL Inspection: Roof Ins vection F71he-A L---" 0. F-1 Fall �. 4 El Pan E] Fail Structural roof components E] N�;A , TV, P,=-% F-1 Fail Verify that no more than 2 layers of shingles exist D, [��P. [A rail Flashing for roof and walls [I Faii If new sheathing is installed veritj that it is listed in the permit description (Valuation must be adjusted) 121114,A Pa-. 0 rail Verify sheathing nail pattern (See Policy & Procedures) 171 KOA pdt:N LA rail Crickets and saddles where needed 1 1 "1-4 sass 0 Fail Verify B vent must have boot same gauge as pipe FA WA p M r-aii Verffy Vent Caps [A WA L., P. [:] Fail Verify no flashings; are damaged or rusted El M °� D rail Step flashing shall be min. of 4x4 piece per shingle El P NS; 0 rail Verify scuppers allow for proper drainage I-] Fail Ice and water shield 2' in heated wall spaces C1 F] Fail Underlayments must follow 2012 IRC 12012 IBC El E -. -1 ra Verify roof slope for proper drainage El 1,VALj ��' no Dripedge shall have min of 2" overlap F1 WA o :1 0 Fail Dripedge should extend down min 2" past roof deck A D pa;i Dripedge shall be mechanicaly fastened 12" OC pzvs [A rii 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 Cj —w. F-1 Ili3%-. 17-71 F -ail Modified Bitumen, EPDK TPO min slope 114-12 slope LL:, Pates EL] rail Above roof insulation R-25 E! nam; 171 rail Below roof residential R-38 Ll A ` E-� pa,*; F] Fail Ballowroof commercial R-32 ;� ,1 A r - Paw - .H 1 F Modified Bitumen, EPDM, TPO min slope 114--12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty VMh the address on the letter for final inspection 0 Fail J Metal roof shingles shall not be installed on slope less 3-12 E] roof Metal valley flashing shall be the same material as r L_] raa Metal valley flashing shall extend a min of W'fram the centerline with a min- of 3.14 " high splash diverter rib bulli -in at the flow line with sections overlapping a. a min- of 4" He 40fs Rec'16gernents \,r-1 Fail --clay and concrete tile shall have a min. 2-112:12 slope Slopes 4-12 and under require double undeflayment Company Name: JBA Inspector Signature: L Company Name: JOA Inspector Signature: Date of MID -ROOF InspectZn: 1 �=_/6 J X� Date of FINAL Inspection: City of Wheat Ridge Residential Roofing PERMIT - 201801312 PERMIT NO: 201801312 ISSUED: 05/07/2018 JOB ADDRESS: 11855 W 35th AVE EXPIRES: 05/07/2019 JOB DESCRIPTION: Reroof remove and install Owens Corning Storm Asphalt Shingles with 37 squares. Pitch 6/12. House 3rd Party Inspection Required** *** CONTACTS *** OWNER (720)219-5678 KOEHNE FREDERICK R SUB (303)761-6400 J. Bretz 018118 Excel Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,829.88 FEES Total Valuation 0.00 Use Tax 290.43 Permit Fee 267.70 ** TOTAL ** 558.13 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201801312 201801312 11855 W 35th AVE ISSUED: 05/07/2018 EXPIRES: 05/07/2019 Reroof remove and install Owens Corning Storm Asphalt Shingles with 37 squares. Pitch 6/12. House 3rd Party Inspection Required" I, by my signature, do hereby applicable building co s, an, by the legal owner o e rol this ermit. I further atte the per and that all rk t. work to be performed shall comply with all accompanying approved plans and specifications, le municipal codes, policies and procedures, and that I am the legal owner or have been authorized authorized to obtain this permit and perform the work described and approved in conjunction with 1 authorized to include all entities named within this document as parties to the work to be �d is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER ")jr ZOj T A CrR (Circle one) Date 1. This permit was issued based on t e ormation provided in the permit application and accompanying plans and specifications and is ce subject to the complianwith tho cuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signatufe'6 Ch uildiffg'Offioial ' Date REQUESTS NUST BEfb=E BY 11:59PH ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer From: no-reply@ci.wheatridge.co.us Sent: Monday, May 7, 2018 12:18 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR 4 PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if �(> your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 11855 W 35th Ave Fred Koehne 720-219-5678 Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Scan Doc0002.pdf Contract CONTRACTOR INFORMATION Contractor Business Excel Roofing, Inc Name Contractor's License 018118 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 3037616400 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 4510 S FEDERAL BLVD (Primary address of your business) Contractor Email Address excel@exceIroofing.com Retype Contractor Email excel@excelroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 37 the entire scope of work. Project Value (contract 13829.88 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or 2 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 6/12 Owens Corning Storm Asphalt House SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant James Bretz Email not displaying correctly? View it in your browser. `1 I 4' CITY OF WHEAT RIDGE f Building Inspection Division r (303) 234 -5933 Inspection line (303) 235-2855 Office •.(303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: QiG Job Address: Permit Number: 16 79 rl>! f7 ❑ No one available for inspection: Time !z>5 AMA9� Re- Inspection required: Yes <z . When corrections have been made, ca0 for � re / - inspection at 303 Date: Z//,� hO_ Inspecto DO NOT REMOVE THIS NOTICE f.2 INSPECTION RECORD Occupancy/Type °INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS CoMmENis: Footings/Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR.UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing IjKougn Llectric I I !I ��. �.,,.,n i�v,vcwrvrvi. rvvvrs rcrtwwalvry rvrc vowrvrv�r -.i OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 41 City of Wheat Ridge r 40000r Residential Roofing PERMIT - 101679 z= PERMIT NO: 101679 !ISSUED: 0.7/06/2019 "JOB ADDRESS:: 11855 W 35TH AVE EXPIRES: :01/02/2011 DESCRIPTION:.: T /o: Install 34 sqs of 30 yr dimensi;onals s° w z ** *CONTACTS * ** -owner 303/421-4139 Fred Kuehne ,gc 303/237-5179 Curt Marceau 02 -2364 Roofing Plus * *`1PARCEL INFO ** ZONE CODE: UA - CTTRTI TIT TQTnhT nrq tions: is per shingle `is required. Ice dam membrane is required from eave edge to side exterior walls. Board sheathing with any gap greater than 1/2 " res panel sheathing overlay on entire'. roof. Sheathing inspection is red prior to covering.;Midroof inspection is not required on permits ased after 4/18/10. Contractor shall provide ladder for inspections.' uled inspections that cannot be performed due to inclement weather must be lled prior to 8:30 a.m. on the day of inspection or a re-inspection fee be assessed. ay certify .. that the setback distances proposed by this permit application are accurate, and do not violate applica} races, rules or regulations of the City of wheat Ridge or covenants, easements or restrictions.: of record; that all -ments shown, and allegations made are accurate; that I have read and :agree to abide by all conditions printed on Y stion and that I assume full r ponsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other �ble Wh Y. n e Or es, or work under this p rm nanc t. Plans subject to'field inspection. ire of to tractor /owner ' date F " City of Wheat Ridge Building Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Date: Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Plan #: °O<olxno° inspection Line: 303 - 234 -5933 Permit #: Building Permit Application Property Address; Property Owner (please print) � 2 PSG � e- �� Phone: Mailing Address: (if different than property address) Address: � C- Z SAS - li Sub Contractdrs: Electrical City License #: Company: Exp. Date: Plumbing City License #: Company Exp. Date: Mechanical City License #: Company: Exp. Date: Use of space (description): Construction Value: $ cF S D@SCription of WorkE (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to fietd_tnspection. CIRLCE ONE:: (OWNER) <:jCONTRACTOR),)or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) Bldg Valuation: Contractor License #: U�? Phone: CERTIFICATE OF OCCUPANCY CITY OF WHEAT RID(3E lasued Without Fee 7500 W. 29th Avenue Date October 26. 1995. . Wheat Ridge, Colorado 80034 This certlficate verifles that the bullding constructed and/or the use proposed of the bullding and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development. lawa of the City of Wheat Ridge, and may be occupled for the use specifled. - OWNER Fred Koehne qDOaESS 11855 W. 35th Avenue CONTRACTOR Fred Koehne a N m O1 ~ .0 2 ~ a~ PROPERTYADDRESS 11855 W. 35th Avenue s ~ LE(3AL DESCRIPTION: PORTHEFOLLOWING PURPOSE Single FamilyReSidenCe - No change shall be made in the use of this bullding without prlor notice and a new CertiflcateofOccupancyfromtheCityofWheatRldge.,,.-? _ Chief Building Inspector Zoning W.R.FOrm&9 FOfMByOf ZA~ DATE: / 0-6-9 ~ TO: PUBLIC WORKS DEPARTMENT FROM: Building Department RE: Q C) The property at C'~J' Ali- has been signed o£f by the Building Department and is ready £or a CO inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. ~6 i1GU1 l Ull dwd ~YIU ~ 4t «jvCW d _ ..,.1- ~ n4 (vMF14c4 k~ (sSved U4; I tks 15 wv4 i0~» -9~ ~1(- o IC k\c'1 ~ad~vij 10~ nDc,u~ ~ ~6 ~550(- o(~ ~5ho~ Ga ~ L . lo-0 -V PENMRNUMBER B941i4895 F 9 0 3 9 0 0 0 3 ~ ~ °O m o a c 3 m ~ ~ ~ ~ a o ~ 0 m p - n m ~ m m m O q O w 0 _ t~ Q c m v ~ w 0 a ~ m 0 3 3 s Er m m , c) N m o 0 f ~ ~ w m v m c y a a ~ m m m ~ 0 c 0 'o 0 d ~ m E T Q 9 2 m T O r ~ Z ~ C ~ O N m r m ~ D r O m CA O x 1 O Z v O 0 m ~ D 0 O D W N n O Z 9 O O 9 O f Z m D '17 Fi m a O R' p N ➢ v 0 D m N 00 tn t„ ~ w ~ rt < N ~ G m m m ~ 3w c n m m 9 ~ w 3 m a a' - m m c ~ o' mm~y ~mmm ^ tl ac ~ ~ ' ~ m y m vno~ t~ ~ ° m m h7 0 0 F., ..d n a zu d~-r 0-0 3 ' I1 Q n - ~ c ~ m O y m 0°0 0 0rQ~ ~ m 0 0 t- ~ amn~: m `2~ ~ '[7 ~0 ~o 0 . z o . 0 m mUn a ~ ~~1 ~ O ?7 ~ m n n m~ D n;z p o ~ 9 ryC)77 ya~ ~~O Z K ~ ~ `w' 0 ~ m " ~ a Q m i c y m a ° o ~ ~ ro om 0 a 3 f w a ~ ~ M~~ y z w0 0~ p F o m 0 3 c ~ m o c. t 1 F~ n N ~ mfm n=~ ~ n o m o y F-~ f+ b ~ ~o tD cn u~ 7500 FvLST 29TH AV6NUE P O BOX 638 VVHFAT RIDGE. CO 80034-0638 Ci;y Admin_ Fax it 234-5924 DATE: (303) 234 5900 Pohce Dept. Fax p 235-2949 November 21, 1995 The Ci1y ol GWheat ~Ridge TO: Accounting Dept. FROM: Director o£ Planning & Development SUBJECT: ESCROW REFUbID Reimbursement requested £or escrow £unds being held for: completion of landscaping at 11855 W. 35th Avenue The Landscaping has been completed to the City's satisfaction. RELEASE TO: LOCATION: AMOUNT: Fred Koehne 11326 W. 26th Place Lakewood, C0: 80215 $1,500.00 Glen Gidley Director of Planning & Development . w H 0 [a z 0 H E a 0 3 0 a U ~ w z N a U ~ z ~ a C/) a a a a 0 A 1 ~ 0 C K ~ -zr .d M d) o H o ~ co 0 rc$ ~ m ro ~ O O w ' a ~ o U ~ -P ro oo . o .C ~O Cn a-' ~ : x rA w oa o OW m • w ~O O ~ U a 3 E :3 m O E Ca a 0 .ri +J a 0 ~ ~ ro ~ a c~ a `tl ~ cd 3 (L) ,3 w O o V~ ~ 4 4-) 3 0 44 0 N N G ro ~ a) 4 m R O 4-) 0 0 0 0 N m ~ ~ m ¢ ~ u~ W M 0 3 4~ oo O r' C ro -P ~ ro ro (D 4-) N r-i ~ O U N C~n a ro U N ro c ro 1-1 ri .H C ~ 0 -ri +P CL +i U N ~ A A ro ro H O 1-1 U ~ 4 4) ai x w 4-1 ro m 3 44 N 3 O 11 N ~ a 0 r-1 ~ ~ m L1 ~ ~ 0 -P U ro H -P C O U a) x -P 3 ro c, ~ 4 4~ 3 0 -P ~ b~ N N 4-) 0 N A ro m ~ -N a) m x ~ ~ ro ~ m N 'q a ~ ro N x 3 w O ~ U N 4 w 0 ~ ~ a ro U N ra C ro ~ a) x ~ C.' 4-) m r-i a 0 U w O m m O a ~ ~4 0) x d 4-) Y S-I M O w ~ m ~ z7 00 C ~ w 3 O N U m W ~ q ~ 0 x b ~ H w rc$ ~ ~ 0 Ic N w 0 a~ i~ ro v N x O ~ N 0 ,H N a ~ a ro U N ro G ro ~ ro ro N ~ 43 .ri 0 H a p O ~ ~ (1) r-i a E O O 0 -P 1-i .ri ro 44 4~ ~ ~ w O w G a) N ~ ~ ai C E ~ ~ A rtl U) ~ •ri 3 N ~ +J 4 P t ~ 1J A (1) ~ o p, O (a a) O (1) E CO 4 N C .ri ro w a 0 U N W G m w .C i~ m 'd m ~ W -°N' ro -ri ~ r-I °o ~ 0 W N ~ O w O o N N ~o •1I D x ~ ~ 3 ~ ~ ro Q C N C w N w ~ 0 A O Ul - A G m .r.l H W ~ ~ N ~ -P O (tl C y N U x 4-) O b) ~ H .>1 O H N 41 C 3 y , O U .C -P w O ~ £ 4 ro tUA m -i ~4 N 3 0 ~ c~ ~ a 0 r-1 m D N Ca ~ u o ~ 4J M U ro O ~ U ~ w O N -P ro 'U N ~ ~ -P ro ~ -P ¢s G ro b m ~ ri CL k ~ m ro x ~4 N O w s~ 0 ca z 0 H H w O z W W w a ~ ~ O a U ~ w z M a a U Ca z a N i ci w H a w U U a ~ rn ro x +P ro ~ x $ w 0 >1 4-) U -P ~ ~Q O ~ N > ~ Ca W b~ C G ~ ro ~ a w ,o p 0 4-) U N s~ Q w C 0 -ri a O i ~ ro ~ i~4 ' a) ~Q e ::l z a~ c O .C w N N ~ ~4 ra t7 ~ \ La N 3 0 ~ H N a O r-i Sa O -P U ro ~ -P ~ C ~ O U ~ M ~ l~ In ~o ~ ` ~ e 4-3 ~Q (1) .a e (a -P a ~ ~4 ~ z m o ~ •.i w a) a) x a) a a) s4 O m bl x ~ ro ro P. A •.i a m N ro -P a) a) > .c w O 3 O U +a O U ~ m 0 ~ o , U U N :j U S-i N U x ro N a 0 o R4 G ~ ~ a ~ o U r 4 4~ O io p v w O k Z7 •a tA N Ul N ~3 ul ro ~ (a U 0) •.i (1) N --I U ~ ~4 m 0 ~ i a U B + ~ C ~ m a i . U) N E z3 •.i a) a o ~ + c a~ (1) ~ A F in ' a - ~ TELEPHONE: (303) 234-5900 7500 WEST29TH AVENUE • WHEAT RIDGE, COLORADO 80215 ` The Ciry oi GWheat ~Ridge July 18, 1995 Mr. Fred Koehne 11855 W. 35th Avenue Wheat Ridge, CO 80033 Dear Mr. Koehne: Enclosed is your 3 month extension of your Temporary Certificate of Occupancy. This is the final extension you will be granted. Your landscaping must be completed by Octobe.r 18th or your Temporary Certificate of Occupancy will be terminated and your insurance company and mortgage company notified. If you have any questions, please call me at 235-2848. Sincerely, . Meredith Reckert Planner PENMRNUMlEP B94#4895 3 E ~ m P y D i T 0 r i $ m m O ~ r ~ o I ~ Z p ~ z° c o m ~ .m. m m m 0 m m 0.~ n c m y H' RQ i ~ s '0 5 (D n m m m~ 2 : a a n m r y l< 01 v s m o^ g, a g r. o p' yn m ~ mm (D s ~ • f 0 0 I ~ ~ m m ~ £ o < ) c o = ~ S f > c ~ 9 n n n N r+ 00 N N w vn h ~ < ~ N i I ~ o F j Z . m n _ ~ x ~ ° ~ a mm3m q 0 x o 9a~z a a' = m 7 fD mm co mm~m L (C ~ 6_»~ . a~m 3 m _ ,b M M i r ~mo,m z~+ dy ~ 0,0' p m m ~ ~P-4 0- CN m ? ~ ~ D'3a ~^c ~l~ m ag H~ ~txf ~ ~ . ~~-0 9~0 0'M"'7 i~ m " L J ~'tl v ° mmp, ~ ~m I . 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D L r-i w.` ~ . . . . . . a o u G ,-i N co V u> ~ N F+ ro U) ~ x 3 z ~ d 4J ro 00 -P ~w :0 (Dra D U ro L ro r ro m t, ~ ~ a m H -P N 0 a N H 'C7 a ro N ~ m >1 ti ro C N -P U ro a E +i U ~i w w ~ w -P ~ Ul H ~ C m E 0 U m N N M C 0 ~ 4.) m U ri ro ~ ro 3 a >1 (D ~ ro N 0 >1 ro 3 ro ro w 3 m z ro m C m E O U N w m -i -P ctl s ~ m ~ w M w O v m 4J Ul a) :1 tJ' N H N ,i 4J m x 3 b C ~ -P O a b 9 -P U C a~ -P N N ES m a ~w A m m E m e G C-P O ~ N m 44 U N ~x 00 d -P nz D J Q x 0 0 m A 0 -N ~ N -P .c N U N (a o a+> a) m N N O N \ 4J ro 3 O NA ; ro 4~i .C ~ x~ N m E -n N 7 ro m a d ~ o~ N > H 0f q-~,- 3 ro U rl N rf A 7 am M m I ~ > N C p amm 0 C ro C m m m 43 N N r0 O a a ~ i L ~ m w •-I W a 4~ o z ~ z 3 E N F ~ a a i ta W Q U) (a v cn .c m m x (a >1 o 0 N 3 0) -V N H N O a D c 0 m'O f A i m a i u ~ ~ a Q g c + c o ro a 'X 0) -P w t i.c 1 0+) Vl N F 04 l~ ~ Q w w a o a a c a w . + + E c0 VJ 0 I t u r~ ~ 0 0 0 o 0 0 ~ o ~ ~ ri ~r Lri 't ~ m ~ ~ `i i LOUmREY Geotechnical Engineering Soil & Founda tion Engineering 665-2651 Sub-Surface Soils Investigation Jefferson, County Co. Prepared For: Mr. Jim Wood 14587 Madison St. Brighton, Colo. 80601 File No. 92-1354 June 22nd, 1992 Lot 5, Block 1. Applewood W. 35th Ave. Wheat Ridge, Colo. 466-3392 ~ ,,,i lOU,-REY Geofechnica! Engineering Soil & Foundation Engineering 665.2651 466-3392 T0: Mr. Jim Wood 14587 Madison St. Brighton, Colo., 80601 Subj: Sub-Soil Investigation Lot 5, Block 1, W. 35th Ave. Applewood, Subdivision Wheat Ridge, Colo. June 22nd, 1992 Dear Jim: In accordance with your request of June 16th, 1992, we have'in- vestigated the soil conditions at the site of the proposed residential structure. We are pleased to inform you that the site is suitable for the proposed home. The structure can be supported by Continous Perimeter Footings with isolated interior spread footings without detrimental settle- ment. If we may be of any further assistance, please do not hesitate to call us. ver truly yours, ( ~ ~ . Lou-~sbc. ~ Broomfield, Colo. 80020 ~ % -n ; s ~~~~oq ~:N::~, ~4qD0 v` LOU - REY Geotechnica! Engineering Soil & Foundation Engineering 665,2651 466.3392 General: The following report presents the results of a sub-surface Soils Investigation at Lot 5, Block 1, located in Applewood Sub- Division, at W. 35th Ave in the Culdesac, in Wheatridge, Colorado, County of Jefferson, State of Colorado. The purpose of this inves- tigation was to obtain the technical information and soils property data necessary for the design and construction of foundations for the proposed residential structure. The conclusions and recommendations presented in this report are based upon analysis of Pield and labora- tory data and experience with similar soils in the genral vicinity. Field Investiaation: Two (2) exploratory borings were drilled on June 20th, 1942, the borings were made with a 4-inch power auger under the supervision of one of our Soils Engineers. The depth penetrated by these borings was to a depth of 18 feet. As the boring operation advanced, an index of soil relative den- sity and consistency was obtained by use of the Standard Penetration Test, ASTM D-1586. The penetration test result listed on the logs are the number of blows required to drive a 140-pound hammer dropped , thirty inches. The site rised from street elevation on the south to about 15 feet above street level tozaard the baclc, and is covered with heavy weed and grass cover. The test borings indicate that the site is overlain by a layer of Light brown to Tan fine silty, Clayey Sand, moist and firm to med-dense to a depth of about '6 feet. Beneath this layer there is a darker Clayey Sand, moist and of ined-density to a depth of 12 feet. fram the 12 foot depth to the 18 foot depth there is a layer of brn to tan moist clayey sand, which increased with den- ~ sity as the depth increas2s. No Ground water was encountered at this depth on this date. A buff-colored fine sandstone is encountered at about 18 feet. 1 LOU - REY Geotechnical Engineering Soil & Foundation Engineering 66$-2651 ass.33sz Laboratory Testina: The laboratory testing program was undertaken to measure crit- ical shear and consolidation-swell characteristics of the soi1. Add- itional testing included tests necessary to verify classification and moisture content of soils from the borings. The swell consolida- tion tests chich were performed on representative.samples, indicate that the upper natural soils possess a swell potential varying from 1.5 to 2.5 percent under surcharge pressures of 200 psf. The swell-consolidation tests and Atterberg limits indicate that the silty and sandy Clays (CL,CL-ML) have low to moderate swelling potentials. The upper natural soils possess a swell potential var- ying from 1.5 to 2.5 percent.-::-g&e swelling pressures determined from laboratory tests varied from 400 psf to 500psf. The swelling pressure that must be exerted on the sample in order that no vol- ume change occurs. Potential "swell risk" has been defined as follows: Swe11 Potential Pressure SwellincT (psf) Sell Dama4e Risk 0 - 1 0 - 1,000 Low 1 - 5 1,000 - 5,000 Medium 5 - 20 5,000 - 10,000 High Over - 20 over - 10,000 Very High Based on the table shown above, the "swell Damage Risk" assoc- iated with the soils at the site can be classified as "low to Med". Buildings founded on shallow or inadequately reinforced found- ations, experience structural deformations when these materials are subjected to an increase in their natural moisture content. 2 LOU - REY Geotechnica! Engineering Soil & Foundation Engineering 665-2es1 aes-=z Foundation Recommendations For this particular foundation interior and exterior peripheral drains should be used, leading to a sump pit. The selection of the foundation type for a given situation and structure is governed by two basic considerations, number one the foundation must bedesign- ed so as to be safe against shear failure in the underlying soils; and second, differential settlement or other vertical movement of the fo- undation which must be controlled at a reasonable level, some settle- ment will occur, since all substances including soil and rock are com- pressible, every foundation settles. Depending on the existing con- ditions, how long it takes for final settlement to take place de- pends on the soil properties primarily the coefficient of permeability and degree of saturation. There must be an adequate factor of saf- ety against failure of the underlying soil, which ruptures when the shearing stresses produced by the footing loads exceed the shear- ing strength of the soil. The factor of safety commonly required for stresses caused by dead and live loads is (3). The settlement of any footing from the compression of the underlying soil must not be more than use conditions permit. If the foundation soil were absolutely rigid and with easily determinable properties, then sizing the found- ation members would •be quite easy, unfortunately soil is deformable. and the design properties are usually not easily obtained; therefore, there is always an element of uncertainty in foundation design. Lo- cation of the water table is also important in the design of spread LOU -REY Geotechnical Engineering Soil & Foundation Engineering sss.zss1 footings in order to make allowances for loss of bearing capacity and possible buoyant effects on the foundation and the building. Two basic controls are available to use in selecting-the found- ation type and allowable loads. These are the Standard Penetration Test and Consolidation swell testing. It should be borne in mind that the allowable bearing pressure for design is indeed somewhat of an estimate and plus or minus 300 psf(or even more) wi11 not be a major design factor. The ultimate bearing capacity of the found- ation soil depends upon the size and shape of the foundation element the depth below the surface, and the physical characteristics of the supporting soil. The magnitude and distribution of the settlement of a loaded area depends on the physical properties of the soil located beneath the area, on the size of the area, on the depth of foundation and on the position of the water table. The slightly sandy clays are expansive, and the clay soils exhibit a presumptive bearing value in the range of 2,500 to 3,000 lbs/sq.ft. For the proposed structure continous perimeter footings with isolated interior spread footings are recommended for the building. In the design of spread foundations it is usually assumed that, if the supporting soil is fairly uniform, as it appears to be on this site, settlement will be uniform, when the unit pressures exerted are the same for all parts of the foundation. The base of the foot- ings must be a minimum of 24 inches below finished exterior grade, and a minimum of 18 inches below finished exterior grade. All is- LOU-REY Geotechnical Engineering Soil & Foundation Engineering 6ss-zssi aes.=z olated interior fodtings must be carried to the same depth as in- terior footings. The footings should be designed for a maximum bearing value of 2500 lbs/sq.ft. and a minimum dead load of 800 lbs/sq.ft. Slab on Grade Construction The natural soils encountered by our test bor.ings have suffi- cient strength to support proposed floor slabs. However, upon sat- uration, these materials will expand significantly and will cause the slab-on-grade to heave and crack. Swelling soils (Montmorill- onite Ciays), are fairly common occurence in the Denver Metropoii- tan area. Developers have come to accept the conseguences of the swe11 potential contained in these clays as fairly normal, and are no longer alarmed by estinates of future potential slab heaves. For slab-on-grade construction, it is recommended that a minimum of four inches of crushed rock, gravel, or granular material is used under the slab in the living areas. A waterproof inembrane is to be placed over the rock before the slab is poured. Wire Mesh rein- forcing is recommended for interior floor. Rock under floor slabs sha11 meet the enclosed specifications "Rock under Floor Slabs". As expansive soils are present in this area, it is recommended that continous roof, gutters be used. Downspouts should be connected to a closed conduit system to carry rainwater aWay from the foundation. LOU-REY Geotechnica! Engineering Soil & Foundation Engineering 665-2651 466-3392 LIMITATIONS The recommendations of this report-are based upon the assumption that the soil conditions do not deviate from those disclosed in the borings. If any variations or undesirable conditions are encountered during construction or if the proposed construction will differ from that planned at the present time, LOU-REY GEOTECHNICIL ENGRS, should be notified so that supplemental recommendations can be given. This report is issused with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are called to the attention of the Architect and Engineers for the project and incorporated in the plans, and that the necessary steps are taken to see that the Con- tractors and sub-contractors carry out such recommendations in the field. Applewood - Lt 5, Blk 1. L00-RET GEOTECK"IIC?L 3+G3S. D ; P,}.Q ~ it. TO LOG ' D?SC3I?TIOP7 Test Boring No. 1. V ?en blo•Ws Yaot ~Q Q C S t, s. Y. Dry Decsi :C'r' Moi_t~~e C~at=nt Dry ";t. 0 6' Lt Brn to Tan silty Clayey Sand, moist, and of ined-density.,` 6' 12' Tan to Brn clayey sand, Moist and oP med-density and stiffness. 7/12 i ~ ~ 103.6 9.6 12' 18' Brown to Olive-rust to Buff clayey 16' sand, moist and stiff to med-den. 2/9 104.1 11.8 18. - Light tan to buff-colored fine sandstone bedrock, moist and of med-hardness. No ground water encountered at thi dept on this date, nor were there any s gns o Toxic materials. ~ I I I ~ ~ i I I ' - LOU-REY I ( I . I . , Geatechnical Engineering ~ Soii & Foundation Engineering 665-2651 46b-3392 I :a LOU -REY Geotechnical Engineering Soil & Foundation Engineering 665-2651 466.3392 Project: I o 7- y a a ~ ct) ~ ~ z 0 H E 4 A H a 0 ~ z 0 U Sa.mple of 1- boaa From Test~Hole From Depth~_. Diatural Moisture Content Z. Natural Dry Density dL3 ` . LOU -REY Geotechnica! Enginesring Soil & Foundation Engineering . ess-zssi 466-33e2 APPENDIX A Suggested specifications for placement of compacted Earth Fills and Backfills GENER?1L A soils Engineer shall be the owner`s representative to supervise and control all compacted fill and or compacted backfill placed on the pro- ject. The Soils Engineer sha11 approve all earth materials prior to their use, the methods of placing, and the degree of compaction obtained. A certificate of approval from the Soils Engineer will be required prior to the owners final acceptance of the filling operations. Materials The soils used for compacted fi11 beneath interior floor slabs and back- fill around foundation wa11s shall be impervious and non-swelling for the depth shown on the drawings. No material shall be placed in the fill having a maximum dimension of six inches or greater. A11 materials used in either compacted fi11 or compacted backfill shall be subject to the approval of the Soils engineer. Preparation of Subqrade All topsoil and vegetation shall be removed to a depth satisfactory to the Soils Engineer before beginning preparation of the subgrade.. The subgrade surface of the area to be filled shall be scarified to a min- imum depth of six inches, moistened as necessary, and compacted in a manner specified below for the subsequent layers of fill. Fill shali - not be placed on frozen or muddy ground. Placinci Fill No Sod, Brush, frozen material or other deleterious or unsuitable mat- erial sha11 be placed in the fill. Distribution of material in the fill shall be such as to preclude the formation of lenses of material-differ- ing from the surrounding material. The materials shall be delivered to and spread on the fill surface in such a manner as will result in a un- iformiy compacted fill. Prior to compacting, each layer shall have a maximum'thickness of eight inches; and its upper surface shall be app- roximately horizontal. . LOU - REY Geotechnica! Engineering Soil & Foundation Engineering 665-2551 466,3392 MOISTURE CONTROL The fi11 material in each layer, while being compacted, shall as nearly as practical contain the amount of moisture required for optimum com- paction; and the moisture shall be uniform throughout the fill. The contractor may be required to add necessary moisture to the backfill material in the excavation if, in the opinion of the Soils Engineer, it is not possible to obtain uniform moisture content by adding.water on the fill surface. If, in the opinion of.-the Soils Engineer, the mater- ial proposed for use in the compacted fill is to wet to permit adequate compaction, it shall be dried in an acceptable manner prior to placement and compaction. COMPACTION When an acceptable, uniiorm moisture content is obtained, each layer sha11 be compacted by a method acceptable to the Soi1s Engineer and as speciPied in the foregoing report as determined by the Standard Proctor Test (ASTM D698). Compaction shall be performed by rolling with app- roved tamping rollers, pneumatic tired rollers, three-wheel power rollers, or other approved equipment well suited to the soil being compacted. Zf a sheeps-foot roller is used, it sha11 be provided with cleaner bars so attached as to prevent the accumulation of material between the tamper feet. The rollers should be so designed that the effective weiyht can be increased. MOISTURE - DENSITY DETERMINATION Samples of representative fill materials to be placed shall be furnished by the contractor to the Soils Engineer for determination of maximum den- sity and optimum moisture for these m aterials. Tests for this determin- ation wi11 be made using methods conforming to requirements of ASTM D698 Copies of the results of these tests will be furnished to the contractor-. These test results sha11 be the basis of control for compaction effort. DENSITY TESTS The density and moisture content of each layer of compacted fil_1 will be determined by the Soils Engineer in accordance with ASTM D1556 or D2167. Any material found to not comply with the minimum specified density sha11 be recompacted until the required density is obtained. The resulsts of all density tests will be furnished to both the owner and the contractor by the Soils Engineer. 2 LOU -REY Geotechnical Engineering Soi! & Foundafion Engineering 665-2651 466,3392 GUIDE SPECIFICATIONS FOR ROCK UNDER FLOOR SLABS DEFINITION Graded gravei or crushed rock for use under floor slabs shall consist of a minimum thickness of mineral aggregate placed in accordance with these specifications and in conformity with the dimensions shown on the plans. The minimum thickness is specified in the accompanying report. MATERZAL The mineral aggregate for use under floor slabs shall consist of broken stone, crushed or uncrushed gravel, quarry waste or combination thereof The aggregate shall be free Prom adobe, vegetable_matter, loam, volcanic tuff and other deleterious substances. It shall be of such quality that the absorption of water in a saturated surface dry condition does not exceed 3% of the oven dry weight of the samples. GRADING The mineral aggregate shall be of such size that the percentage comp- osition by dry weight as determined by the laboratory sieves (U.S. seives) will.conform to the following grading: Sieve Size Percentaqe Passing 3/4 100 N0. 4. 0-10 N0. 200 0-2 PlacincT . . Subgrade, upon which gravel or crushed rock is to be placed, shall be prepared by removing grass and roots, where loose topsoil is present, it should be tamped or roiled. 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