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Home My WebLink About2941 Chase Street41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: T7 Job Address: C Permit Number: ® p 0 ❑ No one available for inspection: Time A /PM Re -Inspection required: Yes C"o') When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: /G (© Inspector: (Z:�� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE `� Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes, When corrections have been mad�;`sc ule for re -inspection online at: http✓/www.ci. wheatridge. coruslinspectio D �ecto ♦6 A41 / �/- City of l Wheat,R COMMUNITY DEVELOPMENT Memorandum TO: Address File 2941 Chase Street From: Tammy Odean, Administrative Assistant Date: August 4, 2020 Subject: Illegal 2' Unit It has come to the attention of the City of Wheat Ridge that there are multiple dwelling units at 2941 Chase Street. We recently received a phone call from an appraiser asking if two (2) dwelling units are allowed on this property. 2941 Chase Street is in a Residential -One C (R -1C) zone district which only allows for a single family residence. The original house was demolished in 2001 and a new house was built in its place. After further analysis of building permits; Permit#: 20013405's job description says the new house is a single family ranch w/ garden level & unfinished basement. No permits have been pulled to finish the basement. w xi.wheatridge.co.us PERMIT:��DDRESS: ��/� � � OB CODE: INSPECTION 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 MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 302 Wall Sheathing 103 Footing / P.E. Letter 303 Roof Sheathing 104 Foundation Setback Cert. 305 Insulation 105 Stem Walls 306 Mid -Roof 106 Foundation wall Insulation 307 Metal / Lath / Stucco Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 302 Wall Sheathing 202 Sewer Underground Int. 303 Roof Sheathing 203 Sewer Underground Ext. 305 Insulation 204 Plumbing Underground Int. 306 Mid -Roof 205 Plumbing Underground Ext. 307 Metal / Lath / Stucco 206 Water Underground 309 Rough Electrical Commercial 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 305 Insulation 306 Mid -Roof 307 Metal / 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 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 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final 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. - C) 1-1 0 er-) i CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6'/ 0 9 - i--, _ Job Address: 4-11 C 1q s2 S + Permit Number: o I '7 0 S 0 a) V e ❑ No one available for inspection: Time @PPM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: y Inspector: DO NOT REMOVE THIS NOTICE i CITY F WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a & - a) , I Job Address: e'_ L n s� Permit Number: m o r -7 M -go -o LJ No o - No one available for inspection: Time AMO Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date: o , e14 Inspector: ► IS DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201708021 PERMIT NO: 201708021 ISSUED: 10/05/2017 JOB ADDRESS: 2941 Chase ST EXPIRES: 10/05/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 40 sq Pitch = 5/12 *** CONTACTS *** OWNER (303)915-4878 BROOKS SHARON R SUB (303)948-5556 DALLAS ROBERT GREEN 130142 1ST COLORADO ROOFING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT*: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,220.00 FEES Total Valuation 0.00 Use Tax 319.62 Permit Fee 299.40 ** TOTAL ** 619.02 *** 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. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, 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. City of Wheat Ridge Residential Roofing PERMIT - 201708021 PERMIT NO: 201708021 ISSUED: 10/05/2017 JOB ADDRESS: 2941 Chase ST EXPIRES: 10/05/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 40 sq Pitch = 5/12 I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I furt attest that I am legally authorized to include al[ entities named within this document as partes to the work to be performed air d�tl�aall work to be perloed is disclosed in this document and/or its' accompanying approved plans and specifications. -JG '.6 Signature of OWNTER or'��Q_NTRdACXOR-{Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 anmanner shall be performed that shall results in a changeof 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. Signature of Chief Building Official Date' REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett Zo�70? 0 Z I From: no-reply@ci.wheatridge.co.us Sent: Monday, October 2, 2017 1:22 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed 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 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 2941 Chase St Property Owner Name Lee Brooks Property Owner Phone 303-915-4870 Number (enter WITH dashes, eg 303-123-4567) 61 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Field not completed. Yes Scan 2017 10 02 15 24 43 987.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 1st Colorado Roofing, LLC 130142' 303-948-5556 5815 w 6th ave suite 2a Contractor Email Address production@1 stcoloradoroofing.com Retype Contractor Email production@1 stcoloradoroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 40 15220 No i, Pitched roof (2:12 pitch or greater) 62 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 oof Type of material for the PITCHED roof: 5/12 40 GAF Armorshield ll, Ice and water shield, 15# Felt, 2x2 drip Asphalt Provide any additional house detail here on the description of work. (Is this for a house or garage? Etc) 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 owner of the property to 63 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 Dallas Green Email not displaying correctly? View it in your browser. 64 Owner: --,-C �_ 1 Job Address: CH City: L_. , A1pC- AA u Home Phone: (_) E-mail: Colorado Roofing, LLC County: State: Date: Zip: _ Cell Phone: s ' Fax: (� Insurance Company:. r ACc�`;; �v \ Claim #�,( ■ Tear off: Layer ILayer 2 Layer 3 r Add. Layers ■ Roof Size (SQ) ]�( ■ Roof Covering:(_ Aly 'Alt w SL,_ , h < l' ■Color of Roof: ■ Manufacturer's Limited Warranty year(s) ■ "Company" Limited Warranty year(s) ■ Roof Pitch ■ Eave Drip Edge: 7 X L. Color: tit -1 T- \\ `?e ■ Rake Drip Edge: Color:.1 ■ Ice & Water Shield e00-, It ex) ■ Base Felt: j ■ Sheathing Ye o" ■ Valley (type): t ' ' 0� tarter Strip: Eaves _��! Rate _. `'" ■ Ridge Cap: (' •- ` ■ Fielc�Nails: ■Ridge Nails: •' if S \ ■ Rake Wall Metal (Step Flashing) ! _ Painted: es/No ■Head Wall\Metal:/ ■ Roof Ventilation: r = i ` L Painted: Yes/No ■ Plumbing Vents: ��`` `� e I � � PaintedrYes/No A ■ Furnace Vent: Jack Cap i Colla ■ Fire Place Vent: Jack - Cap - - Collar `- ■ Re -flash Chimney: Yes/No Size: Color: ■ Re -flash Skylight: ■ Replace Skylight(s):�$ Gutters: ■ Remove Existing Gutter(s):%//NoD.' �'�� ti ■ Remove Existing own Spout(s): fes/No ■ Install Gutter(s): Sizer Color: I� i ��4 ■ Install Down Spout(s): �` Size: `7 Color: ��(= . `i" .b \tom F ■ Roofing Debris em al Fee' ncluded ■ Clean gutters of roof debris t L +- ■ Building permit: 1 ('• 5 \ ,�� Billed at final InvoicYes/No ■ 1 st Colorado Roofing is fully insured Six and Geving Insurance, Inc, 225 Union Blvd, Ste 575, Lakewood, CO 80228 - Phone: (720) 962-0930 ■ Ist Colorado Roofing is licensed by the ICC (International Code Council). ICC ID #RG405800 itional Work Notes: S all Children❑ Pets❑ Landscape❑ Deck❑ Awnings❑ Satellite dish❑ Open soffits ❑ �ti Special Conditions for Insurance Claims: This agreement does not obligate the homeowners or 1st Colorado Roofing in anyway unless payment for damage is approved for by both the homeowner's insurance company as well as 1" Colorado Roofing. By signing this agreement, the homeowner authorizes 1" Colorado Roofing to pursue the homeowner's best interest for restoration of damage, at the agreed upon price between the insurance company and 1" Colorado Roofing. There will be no additional cost to the homeowner except for the deductible. When the agreed upon price to complete the project to all specifications listed above is determined, it shall become the final contract price. Initial Roof Price $� ?- 1�7) Gutter Price $1 �� C NN tk-1- l Total Price $Z.�f .1 1 ��('C� L,;C;it 7 ►}t�,l�.� I st Colorado Roofing LLC, hereby proposes to furnish labor and materialscomplete in accordance with the preceding specifications, for the "agreed UP price" as stated above. With payments to be made as follows: J7 When accepted, this becomes a contract subject to the specifications and terms stated above and on the reverse side of this contract. The state of Colorado requires that you have 72 hours to rescind this contract after it has been approved. It is against Colorado State Law for any contractor to return any portion of the insured's dgd4tible. n r/ Accepted by: Date: 9— ✓ / 7 P81 Dater /Ci/Approved by:' -=-W. 6''' Ave. Lakewood, Colorado 80214 ■Office (303) 948-5556 ■Fax (720) 287-1215 ~ ~ . w ~ \J\ 7 - --. ] ~ \ 1 ~ ~~ ~ ~ ~ ~ ~ rf\ y 0/ -::t~ J-~ ~ .~ ~ "1-t" - :s '- ~ \) ~ - '" J 'f}. \OS \ ~ Ill:t VI '- -r~ J- ~ ~ ~ ~ 5~'-- ,- ~ ~ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16746 Date: 2/24/2004 Property Owner: LEE BROOKS Property Address: 2941 CHASE ST Contractor License No. : 21368 Company: Lee Brooks Phone: 915-4878 Phone: 940-0787 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable ~ eat Ridge inance f r work under this permit. (OWNER)(CONTRACTOR) SIGNED ~ DATE,i' -l-Dtf Total: $1,567.00 $74.22 $0.00 $18.80 $93.02 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: p.cu /..8.0'2... Description: 6' PRIVACY FENCE ON S. PROP. LINE, 42" CHAIN LINK ON N. PROP. L1N" !"o.... (0/&1 g~ BUILDING DEPARTMENT USE ONLY z~~) Approval: JH Zoning: R-1 C "'-n"':~~ _".,g_ll'!!l_ Approval: OM l>I:IGlWgl~~ Approval Occupancy: Walls SIC: Sq. Ft. 2/24/04. OK. 2/24/04 Please Note: Owner / contractor is responsible for locating property lines and constructing improvements i1c:-.::c;-.c:ng to the approved plan and required developmci'.tilar.d3rds. The City is not responsibk rlJr inaccurate lnfOnl;(l~ion submitted within the pl:1ll :;...:t and :my c(;r.str~j..:tiiJn (:~rrors n:sulting from inaccL.:r<..lt.: information. Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pennit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nonnal1y required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four {24} hours in advance for all inspections and shall receive written approval on inspection card before ~e ing with successive phases of the job. (6) eis .~mit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the . Ions Ilding codes or any other ordinance, law, rule or regulation. ,j.' ~ Chief Buildl~g Inspector Please sign Terms and Conditions on reverse side of page. a< WH[~l COMMUNITY DEVELOPMENT DEPARTMENT ~~\ BUILDING INSPECTION LINE - (303.234.5933) u M CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE cO(Of<,'if! WHEAT RIDGE, CO 80033. (303.235.2855) APPLlCA TlON Building Permit Number: Dale: Property Owner: ~ B/2.(.rtn25 Property Address: 7-1 <-( I CH-RsG >r Contractor License No.: ,;] I?' L, r $' ) " '~oI(~ Company: lJ2f. 131"7 j() /L ": c/" o Phone 3D 5- '1/ <)- 4876 Pho~e ChDc c:J1/7-t>7;;()'j OWHERiCOHTRACTOR StGMA TURE OF UHDERST AHotNG AHD AGREUIEJrH 1 hereby certify that the setback d~tances proposed by this pennit application are aa:::urate, and do not rotate applicable ordinances, ru~ Of regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that aU measurements shown, and allegaOOns made are accurate; that 1 have read and agree to abide by all condiOOos pfiIlted on this application and that t assume lull responsibility for compliance with the Wheat Ridge Bui~iog Code (UB,C) and al_ a b~ Wheal e ~IOrWOrk under this permIt , (OWNERIICONTRACTOR) SIGHED. L<..- I DATE 2. - 'ZD.-()'i (OWNERIICONTRACTORI PRINTED llCi; "1312v-O t<:: S DATE 2-20,- D'-I Construction Value: $ Permit Fee: $ Plan Review Fee: $ Use Tax: $ /71,,7 Total Fee: $ 7,/ _ 1~" e/d[;d/-i"~k, DESCRIPTION: (y,'/ :s ~19') j~'^,LJ i to / -f-V va C(j -ie. fA- (' fl ~ c?/1 ;U. TiYp IU,-! BUILDING DEPARTMENT USE ONL ZONINGC"",,",NTS: I~ :z./z.t/()+- ApplOval: J1l Zoning: ~- { C BUIlDIHG CQMMEHTS: Approval: "~jL ? ~:J-JfIcH- Pusuc WORKS COMMENTS: Approval: \ Cccupar.cy Electrical License No: Company: \N,,;:lS ':7.:,,:/ ::~c :es Plumbing License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: SIC: Sesidenti?l Uni:s Mechanical License No: Company: (1) This pennI wa."""" acc;:ontMCt wttb tbt pnmtklnl MlfotUl in your appIk:ation and i. sub)ed to "'tllwt of th, StItt of Cokndo Md to the Zontrlg Re9Ulatioftl _ BuikIng Codtt of Whul Ridge, CokncIo or any otbw appicabM ons.nancet 01 1M CIty. (2) Thb ptrMl.........1f (AI the won. ~ it not cOlNMflCeCl wtthin .trty (10) lilY' from isSUI date Of (8) 1M buikInt authorized is suapeoded or abMdoned for a ........'20..... (3) .... permI ex..... . ..... JHll'f'lI 1M)' be acqund for . ,.. of on.....u.. amount nonndy ~nd. proykIed no d1anl" han bMII 01 wiI be made '" the origin" pAM. and 1,ICJ'lC i oJ and wry Mtpeft.... orabandonment"" noI u~ont(l)y... ld\MgnhrttbMll orlf'usplllllionor~u:eM6I on. (1) ,... full...... be paW for. ft.. ptmIl (4) No WOIIl 01,..,............... be doe, that wlI chante 1M nlltur.ll low of wat. Uluting alhlnlgt probMm. (5) CoMrac:Wr ... MltIy .... BulkIng IMpecb:Ir twMty-tour (24) houn '" Mvatl,t tor aI ..spec.tiont and stlaI ~. wribn IIppI'CNIl on lnapection card before Pf'OC"ling'" HCUI"'" ph.... of the job. (6) Tht itsuataee 01 . ptf'd Of the apprvval 01 drntnv. and spedftc.JItionl $h. not be con*,*, to be . pwrnIt lot. nor an APprovll of, any YkJIatMNl of the prO'rilml 01 the buldlnfl tod.. OK any <6_ ordInance,lN, rut. Of reguldon. ChiefB~or ~ -cr ~ !' "! \:> ~ -6 ~ ~ "---- ~ 16' ALLEYl 50.0 1 ,. !:'OJ'-- . r-o 0--1 j)C') :><;~ l>4 <0 ~""'l ::u~ Ps:: g,.,., 10.3 11.7 :-' ~ ~ '" " ~ " 32.3 17.3 ~ o ~~""'l~ '" t\:) ,,::U U) " (Q~P--I~ -j>. U) s:: 0 ~ f1lf1l~ g: '.1 6.0 b 9006 ~ o )1030 !' :>! ",. ~ \:l<1 "" !' 0; CHASE (60' STREET R.O.W.) ! I I I ! ; , I ! ! I , .' I , ) I I r-, Scol.: Z l"=.,t..?{ l .~ - ~~~~OCOM~ }iHijit~ II.~ ~- ,h - l o 00 ~l ii rl. Ii h ~ i ~ r r W f WOOD DE:CK 1<0 ~ '" o 0; 5- ~'" c-> ~ ,... 7- '=- c.... 1"- o o 8 Cl " o ." ~ '" ~l./)OO"'" !;; fT1~O"""O ~~~N",""'1:I ~'"""'Ic::::.z:-l ~ ~'f~~~~ ~ 0 r-Pl~~N "'''' "'" -0 0 ::0 ~ '" c.oc.o-t SIp"ti 0 ","0 -... (') ~ ~ ::o(")-.,~~ ~ Y'o~:r::l./) ..... C)o(..:::oQ ~ 1:;'0""'''' I OCltl)~ '< r-5l"lon ~~!"lI'l'1::O"l) 0 j;:;::o~':i::>\ O"J()~~g ~ ~)o''''iVlto ~ '" ..... ~O'" ? o ~ Q)" 0'" l\) '0 ~ ~ ",,,,'" Q .'" 0....0 Q C) '" ~ ... i:! '" '" .c C- O) 0 '" C/) 0 0 m I "U ~ :r: -.J :n .N >- > C/) '" ~ < > C <:I }> C/) n o r o '" > <:I o 'tl ~ ~ ~ 0) 5 g ':t. ~ ~ ~ tl '" o '" ~ ./>. N N I -.J o ./>. <D ~ += to oe t" o ?:l 'i: ~ ~ ~ 16' ALLEYl 50.0 1 '" QJ.-- .--0 0-1 (") :>;'" tN <c JO.3- 10,,) 11.7 ~ c ~ ~""l ~ ;:o~ ~ ~ P:S:;: ~ ~ gl"'r] '" 17.3 ~ c r- lO. a -< '" '" ~~""l~ ~ "'ClJ~lJ) " <0 :b-:s:;: -I <> -j>. 0 ~ lJ)1"'r]::U '" I"'r] -<: 0 b [ ~ r---, Scal.: f-:7 1"=2'<>' L....t l .~ ~,~~ocn~~ ~mWI:a >fHh ~ Ji is' E~ ~. "1 l - ~~ ii If IJ h ! i ~ m ! t W r ~ ~ 0; CHASE is ~~ , STREET 8 \ ~ , (60' R.O. W.) I Cl , " C-'J ~ )( ~ ?VlOOr- rr,~or-o C)-tc:~-t j!: ,..,~G'>N o--<Sl~ ~....,o ::oo""'~~ (')oc....::oo r-5"'00 ~~~~~ (j. o~(J)1.O 0'" . 0 J<. &i ~ '" eJ ~ ~ ;<; ~~~Nr;-"tl L.lL.lJ::IO"':ttI I I \:!~"'~ I,QIO-t p,"d _... n I!t ~o::o:r.tI)&.i I I 6~;r;t::::i 1:;0<>"''' ""I~!'l"'::O""'J 0'1 V)~S n-< ~ ? O~tD" ,.., 0:l1"1::t1 ...., o-iO n .., 0 ~ ~ ~ C ~ SO '" o Q ... ~ '" ~ ' :> )> CI) AI ~ < .. C 0 }> (f) n 0 '1l r 0 ~ AI )> ~ 0 0 ~ OJ 5 0 0 'Z 0 ~ ...., tN ~ 0 tN ~ ~ -I- ~ N ~ N I ...., 'C 0 tll -I- lO 0 ~ j COMMUNITY DEVELOPMENT DEPT. j Inspection Services Division .j. (303) 235-2855 . Correction Notice Job Address: J- q<'-;/ C 1/Y9<,e 0;1- . . ~};shl.u.4<;ju" _ nUl"! d".....;" ~:,"'" IF u/b4I?~ ___ /~ .--;pf's '.., ~ <:/'/JlnC:---:"'- 11....,/ /J,)C:.I' ,I.,,, / . j ";"; ) )'-I<.c /J.uQ. / 11_ f ....,.:,/4/'// . ..~ /" . ,l,u. ) /' " " ,?-,) r' I' ,'n//r'prf:,)" _ IJ,/}-t/ _/ "I_~-? -:f or ~"/i'/) ~J When corrections have been made, call for re-inspection at 303-234-5933. I;'h~ /~ (;: Inspector Date: DO NOT REMOVE THIS NOTICE ~_,""'..__.h_~.. .....______..c ___,~,~~...........'__.__ ___~_ _'.__,_.._".. ~.. --'-..._._~.. ..-'-" ---'.__.~.__._--,-.. ':_~......-.~.. ~ 1 j j j ~ i 1 , 1 j I j ,1 1 1 J I , I I j I i I , j i-..---- BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * r l , I I I I l , r i I , Correction Notice Job Located at '2 <1 '-I / i' / I, /' ,_,' >,,- I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: I .' f. //"I'j, ! .,,' " f /[ , / ;' I ," I .' ;.. ,'/! .. ~..'i-.,..,J.~" /} 1:,1; ,:,~, r ~"' i' /I.~ ; ,', /'r --r- / ' / ,,' .-' /./'. , ",/" .... / '-' J--". u"f .') ,d7U/J / -;/",,-/. " I /, - / . - , ' .;, '/' I.-I', ,," /:// ,,...l,~,/ tJ~_ (1,7:// 11/i";'; {j! ~~( II},,,,, )1(7/- / ) / " t,,- 'J.,/'/,'.. 1/ //,~~ ~- />C/ ,(/k' J)I7f'/>--f//)It-/>'/,~ " ~ ! f i f I' i t. You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. / ,~ /t." / - (Q... Date . I I _ Inspector for Building Dept, DO NOT REMOVE THIS TAG FORM WR6-22 --~l ; , 1 I J j 1 i 1 , i i I J I 1 , j j l --_.~--_..- - - --"--~-----.._-'- .-.......---------.-- r----~-~--~ ---~---~ .' ~ BUILDING DEPARTMENT j 1 I i r (303) 235-2855 CITY OF WHEAT RIDGE 1 1 1 1 l 1 j \ i I 1 i 1 , * * I t I i \ \ t r , l I i i Correction Notice Job Located at ]qtl/ ()/ V,f c-;/ I have this day inspected this structure and these premises and have found the following violations of City ancllor State laws gov- erning same: I \~-> /, ': d. . ;rJ/;, , L/ t J!~I (/ I _/ ,""_ , ,1/' .! V'l';"; ,,,' " ,,,//1-( .J7 'If,~~ '~./ ,~/, / '''';1' .J~~"j - ,j / . ~. - I j 'I + / r .' I /,:,',. . j J,J., ,I,. 1/' I " ~. " .'" .",.". ~." .. "; ,'''. . I . . f'''f>f! I I~v ,/J",. ,e ,",ell 1- C;c I f ~ -; . L} .r -i j I Y../: <' ./ f- --,; _ -/.A/ ,"', ~ "~" (I, J ! j, ,,/," ,~ '1 , /~" '7..' ~_ v'" A . J ,') .....;, .2. I .. '/ . , t I I I I : I , You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. , , ' , l ,', Date Inspector lor Building Dept. , '~ - DO NOT REMOVE THIS TAG FORM WR6.22 ,-_.'~~'- ..-.--."--~_.._' ----._---~._-_.-----"-~ ...----- .~---.-----_.~.--.,_.- , , l t l \ i -'-- ..--~,..,._---""",--- - -.. ._._--~-------,.......--_._-_._- - ----,~-"---.... BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice 1 I 1 I I have this day inspected this structure and these premises and J " have found the following violations of City and/or State laWS gov- \ ~~~~ I Job Located at ;J q t( ! ,.",'! J".I r... I"" '7"\ ,\ ;)i,.",l' t,,";)fll". ,;" ".il! ."."}),, 1'/" " ,) , <V . l "f' ,/' ",.., '" ,,, < r f' if.. .~, i , }i ," r " 'c d I .. i / I I ! j/ , r'.L; ,1 ,,4 t -, .. , c , '/( f! '/ "JJi! " !, , -! f 'f7 /0 I' i /~.I S 'I f' '; J)O ; L~ :5 You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. /. Date ic/ok) , t Inspector lor Building oept. DO NOT REMOVE THIS TAG FORM WR6-22 -..-,/-.....;; .__..-...-~ ~-'~ ,-- . ~- ,"'._'___~' _.J_.' \ i ~ = DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215. (303-235-2855) Building Permit Number: Date: 13405 2/6/02 Property Owner: LEE & SHARON BROOKS Property Address: 2941 CHASE ST Contractor License No.: 21368 Company: Lee Brooks OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rutes 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 ..sume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances. for wllf1< under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Phone: 422-6352 Phone: 940-0787 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $198,000.00 $1,545.55 $1,002.66 $2,376.00 $4,924.21 Total: Description : SINGLE FAMILY RANCH WI GARDEN LEVEL & UNFINISHED BASEMENT. Use: BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : OK. RECEIVED COPY OF DEED. 2/5/02. MEETS 25% LANDSCAPE REQUIREMENTS. PLEASE SEE ATTACHED COMMENTS. ZOtlInt Q jJj:U.: Approval: MP Zoning: R-1C BUIl__i,! 1'*: Approval: DM Public ....Otmments: OK 2/5102 OK 2/5102 PLEASE SEE ATTACHED LETTER I REQUIREMENTS. This permit was issued in accordance the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of at Ridge, Colorado or any other applicable ordinances of the City. is permit shall expire if (A) ork authorized is not commenced within sixty (60) days from iasue date or (8) the building authorized is suspended or aba . 0 days. (3) If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have bRPn or will be made in the original plans and specifications and any suspension or abandonment has not exceeded ....... i., .-- - .. 1'1/? naion or abandonment exceeds one (1) year, full fees shall be paid for a new permit. () /" vi (4) No work of any manner shall be done that will change the natural flow of water causing a 1./ vf1 I I (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all jn51__ I / '.-. ~/? l _ IJ ( lspection card before proceediing with successive phases of the job. /- it.t-) P c. L r; (.. (6) The 1,'8'.9, e ofa permit or the approval of drawings and specifications shall not be cons /Ir/ r violation of the provi~' a fthe I codes or any other ordinance, law. rule or regulation. C 0 .~j 1'/ 11 /) 1(.' . ,}If~j-c? rU Occupancy : Stories: Roof: Electrical License No : Company: mbing License No : 19302 C mpany:M & R Plumbing. Inc. iration Date : 3/29/03 Elcpiration Date: Approval: Residential Units : Mechanical License No: 19302 Company: M & R Plumbing, Inc. Expiration Date: 3/29/03 Approval: DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 13405 2/6/02 Property Owner: LEE & SHARON BROOKS Property Address: 2941 CHASE ST Contractor License No.: 21368 Company: Lee Brooks OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (DWNER)(CDNTRACTDR) SIGNED DATE Phone: 422-6352 Phone: 940-0787 Construction Value: Permtt Fee: Plan Review Fee: Use Tax: $198,000.00 $1,545.55 $1,002.66 $2.376.00 $4,924.21 Total: Description: SINGLE FAMILY RANCH WI GARDEN LEVEL & UNFINISHED BASEMENT. Use: BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: OK. RECEIVED COPY OF DEED. 2/5102. MEETS 25% LANDSCAPE REQUIREMENTS. PLEASE SEE ATTACHED COMMENTS. Zoning eorm.nts: Approval: MP Zoning: R-1C 8t.tltdlng Comments: Approval: DM Public: Works Convnents: Approval: MJG OK 2/5/02 OK 2/5102 PLEASE SEE ATTACHED LETTER I REQUIREMENTS. Occupancy : Walls: Roof: Stories: IC8I License No: 809 Company: Creative Electric Expiration Date: 2/28/03 Approval: DM Plumbing License No : 19302 Company:M & R Plumbing, Inc. Expiration Date : 3/29/03 Approval : Residential Units : Mechanical License No: 19302 Company: M & R Plumbing, Inc. Expiration Date: 3/29/03 Approval: This permit was issued in accordance with the provisions set forth In yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. tfthis permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. tf changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) houl'$ in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions oftha building codes or any other ordinance, law, rule or regulation. (1) (2) ~~ (3) (4) (5) ~ (6) ~ Chief Building Inspector /0; 17ft: Cir.:J OF WI/b4rf!If)6G' 75L(lt-D11J6 j)GPf" 7!lIS IS -m jiVPoRl1 you mllr 6S5ER ECEC, tUlli- Nor FG WI!?fN& ouR /./DtrSE I4r 2'11/1 C/f45E' ~ '11-16 WotZl( Wit-[ BE pDIV~ BY rXBl77/./c- FLee rtll~NI( you /..86 7j!Zoo/<.S cJ~~ JD3r 1Lf-o-o?B7 )03 - BIO-(;'I'-/I 970- 5'b 7- D3D3 <n . < C;; F v ~. <<~\' \:;:U . "(, ,.(,\,,\.~v <::: <~_ ~s:\)v'c.(I'i1. 1<- "'\.-....., 0.) .' ~\. "wr,AJ 'l', /f{ _, ;....~, ~{',\o' . :r-'r-,\ \\, .;." '-< ~_=.2.J-'.>"'" <. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 13405 2/6/02 Property Owner: LEE & SHARON BROOKS Property Address: 2941 CHASE ST 9-J rf Contractor License No. : 21368~." ^ ~ ()J"?~~ . 'Company: Lee Brooks ' ) U if OWNER/CONTRACTOR A:J:UEE-QE..UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pannit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable at Ridge ordin 5, fa ark under this permit. K DATE "8--<9B-oZ Phone: 422-6352 Phone: 940-0787 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $198,000.00 $1,545.55 $1,002.66 $2,376.00 $4,924.21 Total: Use: Description: SINGLE FAMILY RANCH WI GARDEN LEVEL & UNFINISHED BASEMENT BUILDING DEPARTMENT USE ONLY --- Approval: MP Zoning: R-1 C SIC: Sq. Ft. : OK. RECEIVED COPY OF DEED. 2/5102. MEETS 25% LANDSCAPE REQUIREMENTS. PLEASE SEE ATTACHED COMMENTS. ~ Approval: OM OK 2/5/02 OK 2/5/02 PLEASE SEE ATTACHED LETTER / REQUIREMENTS. Approval: MJG Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 19590 Company :ESSER ELECTRIC Expiration Date: 2/28/03 Approval: Plumbing License No : 19302 Company:M & R Plumbing, Inc. Expiration Date: 3/29/03 Approval: Mechanical License No : 19302 Company: M & R Plumbing, Inc. Expiration Date: 3/29/03 Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of \Nheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or jf suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proce iing with successive phases of the job. Th s n~lt or the approval of draWings and specifications shall not be construed to be a permit for nor an approval of, any Violation of the ISI STTT~g codes or any other ordinance, law, rule or regulation Chle~ BUildingC (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 13405 2/6/02 Property Owner: LEE & SHARON BROOKS Property Address: 2941 CHASE ST Contractor License No.: 21188 Company: Ken B. Nelson Co. Phone. 422-6352 Phone: 332-2210 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable WheatYidge oJdinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED /A'.L I.r{l - DATE 'l-I- ('2- , Construction Value: Permit Fee: Plan Review Fee. Use Tax: $198,000.00 $1.545.55 $1.002.66 $2.97000 $5,518.21 Total: Use: Description: SINGLE FAMILY RANCH WI GARDEN LEVEL & UNFINISHED BASEMENT. BUILDING DEPARTMENT USE ONLY ....... Approval: MP Zoning: R-1 C SIC: Sq. Ft. . OK. RECEIVED COPY OF DEED. 2/5102. MEETS 25% LANDSCAPE REQUIREMENTS. PLEASE SEE ATTACHED COMMENTS. ~ Approval: DM OK 2/5/02 OK 2/5/02 PLEASE SEE ATTACHED LETTER I REQUIREMENTS. Approval: MJG Occupancy: Walls: Roof: Stories: Electrical License No : 19590 Company: ESSER ELECTRIC Expiration Date: 2/28/1999 Approval: Plumbing License No : 19302 Company:M & R Plumbing, Inc. Expiration Date: 3/29/03 Approval: Residential Units: Mechanical License No . 19302 Company. M & R Plumbing. Inc. Expiration Date: 3/29/03 Approval' This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City This penni! shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing wit ~Sive ph es of the job. The issu a e' pproval of drawings and specifications shall n.ot be construed to be a permit for, nor an approval of, any violation of the provisions e ildi an her ordinance, law, rule or regulation , (1) (2) (3) (4) (5) (5) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 .CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A.PPLlCATlON Building Permit Number: Date: " /3/lc,<;- ,,--..-------- Property Owner: L,E; i SHrII>-j,;,.J {!,;2';'Jk, Property Address: 'Z91/0-ldS'[; Contractor License No.: Af1Pt...i '.1 0 Company: kic/V&. N{i< S.:J.J (' <.-' Phone: ~.c~ of."-2. ~,JSz-- Phone: ~O:5 3$ l "- Lie> OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that r have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work tinder this permit. ,. (OWNER)(CONTRAcrOR),SIGNED A~ /j 11'----.. DATE ///yj,,'Z Construction Value:$ h/J,lJoC' Permit Fee:$ /51;;-. .,,- Plan Review Fee:$f~S IuD",:!?' Use Tax:$ P '/? c! , ,'C Total:$ Description: S !)JC;C€ Pd""< y ~~c.(-I- c..'(..I/6.09Jl!.~V LEG.../"~~'. .J I! . ,~9.Jo/~ '\>75 ~ ",,-'1:'" "_III R_ '- S. ..,.c,...Cft ' ~ ..)/?'~ fP .5l)ES- er BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft,: ZONING COMMENTS: ,J. d Approval: 0;( i1P Rece'.J'ld ~ ~e. . t Zoning: R-1C ;)./5/02.. ~f.<{v. .z6% ~Adscf(! n!.2:"',re....e" f(~?(4{ ~ '- C'"-? f-/~,C~fC;,{ C(~/lt /1t{ t{ I~ D1t- "1 r (" 'Y BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: '*- 'f.{,t.... ....Cr., - p(~..,. '>'~ ..fl...l.J t...it... tt'f4f~,;"....,:ff Approval: Occupancy: . Walls: Roof: Stories: Residential Units: EXpiration Date: V-- -:> Approval: /\....._------- Plumbing License N~ /13,6;7., \, Company: 10112- 'P1U.ihJi.c~ Expiration Date: ~ Approval: ~ ~ ., Mechanical License No:, ;c;:5".~ Company: j)4f. fij"d)(''?) Expiration Date: ~ Approval: C\~ . ec!rical License No: ~Cts '1 0 . ( ,:!pany: t-77eCeLcchl{.c';" (1) (2) (3) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Bw1ding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonmenthas not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor sliallnotify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the approval of drawings and specmcations shall not be construed to be a permit for, nor an approval of, any violation of the pro .. s of the building codes or any other ordinance, law, rule or regulation. ."/11 JAN 1 4 2002 (4) (5) (6) \I ~C, ~H'A~ 1', ~ 0 - " U ~ COl.OR~OO DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 .CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLlOtTlON Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: L jZfO: I S Hrtt'-o,oJ 291/ CihtSC ,L}1'PLt:.I!O 14-~e. NIl-L s",.J R,(L() ~ ks Phone: :, oj f-2-2. &3sz.-- Co Phone: "303 3J Z l.1-IO OWNERlCONTRACfOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable orqinances, rules or regulations of the City afWheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under :::;~croR):srGNED /?-{f1t DAlE //Ir/~ Construction Value:$ /"1G,(IOO Permit Fee:$ Plan Review Fee:$ 'iZ::;$ Use Tax:$ Total:$ Description: "5/}.JC;C.L P""""'/~j' ~~ <-v/G"""4<?t/ L.ev",,<- c./rJ!:;"is.f.<d ~P,cn- ~ f_ ~-' BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zonirig: BUILDING COMMENTS: L.-r:r.<:_J~>.:t.c Approval: U 2(5/02 fC/' f!e) (;/tti PUBLIC WORKS COM~ENTS:~ ~S- /01.. ol.'Jlq - I"'c",. Pl60 l~ Approval: l-e+l.V" Irr-,,,,,,,.-.*"'>. f -: j<-c. ....tl.:..l..,l Y-5 , ...). ,i', 'I Occupancy: . Wails: Roof: Stories: Residei,'li<!! Units: " Electrical License No: Company: .,t.~SIfiZ.- lEU€: <..nelc... Plumbing License No: Company: M4/~ p" <A.NlJ$/A./t, Mechanical License No: Company: ~ /A EXpiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisioc.s set forth in your application and is subject to the laws oillie State of Colorado and to the Zorung Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire ifeA) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one- half the amount normally required, provided no changes have been or will be made in the originalpla.ns and specifications and any suspension. or abandonment has not exceeded one (I) year. If changes have been or ifsuspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor sJiallnotify theBuildin.g Inspector t'Henty-four (2.4) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successivo phases of the job. (6) The . ance of a permit or the approval of drawings and specmcations shall not be construed to be a pennit for, nor an approval of, any violation of the proviso S oftb.e bw1ding codes or any other ordinance, law, rule or regulation. Chie ~ 7500 West 29th Avenue Wheat Ridge. Colorado 80215 Telephone 303/ 235-2846 FAX 303/235-2857 The City of Wheat Ridf!e February 6th, 2002 Lee Brooks 2941 Chase St. Wheat Ridge, CO 80214 Dear Mr. Brooks: This letter is to inform you that any future plans for enclosing the decks or porches on the house located at 2941 Chase Street will not be permitted. Enclosing the decks or porches would exceed the 40% maximum building coverage allowed in the R-IC zone district. In addition, enclosing the decks or porches would cause them to become part of the main structure, and therefore be calculated in regard to building setbacks, and they would not meet the minimum requirements in the R-1C zone district. If you have any questions please contact me at 303-235-2845. Sincerely, j} ~ _ / ~,~ Michael Pesicka, Planner Technician 7500 West 29th Avenue Wheat Ridge. Colorado 80215 Telephone 303/ 235-2846 FAX 303/235-2857 The City of Wheat Rid!!e February 6th, 2002 Lee Brooks 2941 Chase St. Wheat Ridge, CO 80214 Dear Mr. Brooks: This letter is to inform you that any future plans for enclosing the decks or porches on the house located at 2941 Chase Street will not be permitted. Enclosing the decks or porches would exceed the 40% maximum building coverage allowed in the R-IC zone district. In addition, enclosing the decks or porches would cause them to become part of the main structure, and therefore be calculated in regard to building setbacks, and they would not meet the minimum requirements in the R -1 C zone district. If you have any questions please contact me at 303-235-2845. Sinc.erelY' /7 # ~ / ~!/~ Michael Pesicka, Planner Technician t:l3H.lV3M 3H.l WOt:l:f a~v=> SIH.l .l=>3.l0t:ld 03nSSISIAONVdnooo .:10 31VOI.:l1l~30 111Nn 0311IW~3d 10N AONVdnooo - ":3(\0 - Of flu!deospUe1 '!I flu!~Jed luawl.ledaa aJI.::l afleu!eJa '!I 'M'O'l:l aweJ.::l UO!leI!lUa^ '!I U!leaH ulqwnld JeopIOal3 leu!.::l punoJflJapun 1"80!JlOaI3 UO!leJafl!Jjal:l flu!jool:l flumeu lIeMAJa ~>;;/ ?-~ Y'~ ~y "9Y uOllelnsul flu!weJ.::l (uo/loadsu! DU!WeJJ OJ Jopd paUD/S aq jsnw aAoqe) UO!lel!IUa^ '!I flu!leaH 4flnol:l flu!d!d se8 Isa1 J!V flu!qwnld 4flnol:l !n~ -" "" leopIOaJ3 4flnol:l 03NSlIS N338 SVH 3^08'v' 111Nn l:l00l::! l:lnod !ON 00 (~JOM pUnOJ8) flu!leaH 2o/-rl/t... -f'>;JfJ -'<'17/:;/ ;7 </ ((:) J OJ 'I /) /J (~JOM pUnOJ8) flu!qwnJd W IV -t.""~ '* )- h Jp (~JOM punOJ8) leopI0813 .. :JOOI.::l qelS alaJouO::l 03NSlIS N338 SVH 3^08'v'111Nn 313l:l::lNO:) ON l:lnOd j /./ ,) flu!jOOJdJa41eaM 0!41!IOUOVj JO flUIOJOjU!al:l suoss!e::l sflU!IOO.::l SUO!lepuno.::l .....--' ~/ ~_/ Y .v l:l01::l3dSNI 31VO NOl103dSNI 80r SIH1 01 SlNINIV1l:l3d S30VdS 11V NSlIS lsnVoJ l:l0103dSNI 1S3M 1S\l3 [ 3dAl I GidS Ct:l003t:1 NOI103dSNI ee6S-t7e~ (eoe) 3nN3^" 1I16~ lS3M OOSL OOVt:lOl00 '3~Olt:l J.V3HM I AONVdn:X)O H1nos H11:l0N :S3NIl All:l3dOl:ld ~Ol:l~ S~:J\f8l3S ~7 tiJU1t...- /)--! ~ 1:l0l:J\l1:l1NOO lA'J klftj -'S I- -y.r I '<....;>1'J.)~ 1:l3NMO 'e. ~-:) - 0) - 'e. a3nSSI31\1a S\:Jtl 1:: \ 'ON 11~1:l3d 8Nlalln8 ..L S 3c.-!, ~" 0 \ \) b't' SS31:l0a\l 80r SNOI103dSNI ~O.:l 03~ln03~ 30110N s~nOH t'~ 31lS DNI011ns 3Hl NO 031S0d SI O~VO SIHl r n SS31Nn ;jelll1 ~.~ON 111M ~~n1I~I~(l11 fl'J 'Q1u oj -;?""OP <;))~~ 9n~ ~ M" ';~ovw S:N"l .9~/J':lI7 )JI(Y1 . 0'-;):1. . G?~..:! ...--);,~t11/dh')')Q jO ~J 11.A~ L)Jh1~ ~o~ {,1- 1', 711frJcE !,rt:J ~'l :v . 1'':>''(1 F".7177 ;-''-'T'',.7 ]~<~y <JI-'T',,',i ::7:"'17"~ j:t- J 'J'.7) ::fJ~,).l 9/U)d Qi"~ rJ )~t .-:2{ jJ:Vl'J ~,..., ~7.)?'~1 "19'J C.) 1'_')S -- S-j \ 'J)\.-, ~I ",,?p d),7P L"-'L)7??10 ---.,':J\j?!,''"'7.7 "'1 \' '.:7' 1,'[ "'f-! f7?J?f'!'~ , I -'0-\Jlo,\,V '-"'''''6 _f".>HI:!>'J'1 '2f \)'-?1rA"-'~ I'~?l\- SZ:F'!S J., Vl'~1 /,"0!J7'?)"'--1 I' ~'t /71 1OJt' }->-'?fY - rry-)))l-(7 . . lno ap!s S!Lll. ~'-- '~- MOPU!M IUO~_::~! aOeld -;'-- , I I 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/235-2868 FAX 303/235-2857 February 5, 2002 Mr, & Ms, Sharon Brooks 2941 Chase Street Wheat Ridge, Colorado 80214 The City of Wheat Ridge Re: New Single Family Residence Construction Dear Mr. & Ms, Brooks, The Public Works Department would like to let you know that an inspection will be conducted to assess the condition of the public improvements along the frontage of your property at 2941 Chase Street. The areas that will be inspected by the Public Works Department will along Chase Street and the alley to the west side of your lot. There are, three items that the Public Works Department would like to mention for your information, 1, The pre-inspection of the public improvements along Chase Street could not be completed due to the fill material placed in the right-of-way, which includes the curb, gutter and detached walk Please note that any damages that are found to the covered portion will have to be removed and replaced at the cost to the developer. 2, The City requires that a licensed contractor with the Public Works Depa~ply for a Right- of-Way Construction Permit along with the appropriate fees and traffic control plan prior to work located in the Right-of-Way, 3, Should construction traffic utilize the alley to the west of the property, the developer is responsible for any damage to the asphalt as a result of the construction traffic, There is approximately 3" of asphalt in the center of the alley with the edges having approximately 6" of asphalt Please call me at 303-235-2868 if you have any further questions regarding these comments and requirements, Sincerely, ~ 6L-:- Michael Garcia Development Review Engineer cc: Greg Knudson, City Engineer Chuck Braden, Engineer Tech, I Darin Morgan, Chief Building OJ Ken B. Nelson, Builder File (3) ~ - SliL ~ oloui Ken. ~tLSm/ ~roolCS ~Vl~~ kD~ 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 3031 235-2868 FAX 303/235-2857 The City of Wheat Ridge February 5, 2002 Mr. & Ms, Sharon Brooks 2941 Chase Street Wheat Ridge, Colorado 80214 Re: New Single Family Residence Construction Dear Mr. & Ms, Brooks, The Public Works Department would like to let you know that an inspection will be conducted to assess the condition of the public improvements along the frontage of your property at 2941 Chase Street The areas that will be inspected by the Public Works Department will along Chase Street and the alley to the west side of your lot. There are three items that the Public Works Department would like to mention for your information, 1. The pre-inspection of the public improvements along Chase Street could not be completed due to the fill material placed in the right-of-way, which includes the curb, gutter and detached walk. Please note that any damages that are found to the covered portion will have to be removed and replaced at the cost to the developer. 2. The City requires that a licensed contractor with the Public Works Department apply for a Right- of-Way Construction Permit along with the appropriate fees and traffic control plan prior to work located in the Right-of-Way. 3, Should construction traffic utilize the alley to the west of the property, the developer is responsible for any damage to the asphalt as a result of the construction traffic. There is approximately 3" of asphalt in the center of the alley with the edges having approximately 6" of asphalt. Please call me at 303-235-2868 if you have any further questions regarding these comments and requirements. Sincerely, ~ 6L-:- Michael Garcia Development Review Engineer cc: Greg Knudson, City Engineer Chuck Braden, Engineer Tech. I Darin Morgan, Chief Building Official Ken B. Nelson, Builder File (3) 294 1 chase_ROW.ltr i I, ~ Ii. ~ Ii II Ii Ii I II II 'I I, Ii , !j 1 li::'N m ~ m 15 ~.; ~"t~ g~ffl ~~~ ~,kd.1 ,,\~.;k"_ M., ReccJ'lionNo____ Rrrorokr. I ._n _ _ .___ .__._.--.._---~------_._._. PERSO:-;,\L REPRESENTATIVE'S DEEIl (rc~tal~ bl:ltc) RECOROED IN COUNTY OF JEFFERSON ST~TE OF COLORADO RECEPTION NO. 89016265 02/24/B~ 09:25 3.00 TIllS DEED, i!lo made hy _--E2!!,1 A. Smith a.~ l~rsoDrl Rcprcscnltuive of the E~tate of Jesse E. Surratt a~ess1e 1:.. Surrat~dcccaserJ.Gr.intor. Sharon R. Brooks whU\c ICi!al adJrcj;\ i~ 10002 Alcott Denv~r. CO 80221 ,Grantee. WHEREAS. the IIhtl\~.n:ull~d decedent in his Iirctimc mad~ and executed his La", Will and TC\lilrJ1(nl t1:11cd ...5.ep1.embpr ?7. , 19 .a8-- . which Will ""lIS duly admitted III ;rXlW.~"'.(inrurma1) probate on SeDtember 27.L.-. 19-B.L.b)'thc. Distr1r:t__ t'ourtinandforlhe of _-.Jpfferson . and Slale ofCo[or.u.lo, Probate No. 8flPR,730 .. CounlY WHEREAS. (jr:mlllr Wd~ duly arlluintcd f\:rsonal Rellrt~nlative of ~aiJ E~late I'In 19 ...8.L . anll i~ nt'w qualilk.J and lII.'ling in ~aid capacity, Seotemb~r 27 NOW. TIIEREH)RE, pllo.u~mt III the f'tM'CTS conferred upon Granlor hy the Co]o~ado Probate Code. Gramor does her~hy sell. convey, a",~ign. Iran~rcr and s<.'t over unlO Gr3nlce cr"1'),/)1.I0UI".~K~~X~XJalf(K~l.4tdU:d\jIf~~!c ~.xxxxx::UXXXXl.XXXKXJtXXXXXXXXXXXXXKf'H~~(A", the rcrson emitled 10 diSlribulion of the pnlperly in lhe atx,.,.e ~'aption<.'d Willi- lhe (Illlowing described real prnperty siluale in Ihe County of Jefferson__, Sla'~ ofCO]O....ldo: lot 23, Block 9 011n!j:er Gardens County of ~cfferson. State of Colorado a[s<I kntM'n hy stll.'e! anll numrn.'r a~ 2941 Chase Street. Edgewater. CO 80211\ Wilh all OIrrurtenanl'e~, 'uhjecl loll'!""enanl'. ea~rnl'nl~ ,lOd re~!rktilln", nfrel'oru. and subjecl to general property l:ues fm lhe }'1.':I" 19 ..88_ ,;lllll 'U:,jl.'l'l tll real estate taxes for subsequent years. ,i " I' ,; , A~ u~J hl.'rcin,lhe ~in~1I1ar inl'lllJI.'~ Ihl.' plur..I,lOJ the m..~culi~c g<.'nJ<.'r lhe ti:ll1inine ,LOJ neuler genders a5 the context may Tl'quiTl'. E'Cl'Ull'd_--..E~hT'u(try_1L__. Il)~_. Pearl A. Smith as I't.'r~ona[ RerrCSI.'1l1;lli~'<: n(lhc Jcs~e t. Surratt. a/k/a blall'u! Jessie E, Surratt Ikrca~eJ STArE ill' ('OUmAllO ) City & ('()(!NlY PF ---.R.enver . The fnrcg,}ing instrltllK'll! wa, al"kll"wh'dgcd heflin' l11e ,hi~ _l1tL_ da)' or --.EeJ:l!:'I.t~..r.:L- ' \I)~, i: l1y ""'p,ear.L,A..._SmLtb _______ a~ l\:r'lInal Rej'ITcsl.'nlalivel1flhe Estate t:f JeSSLL._SUrra t t .._a/k./Uf;;SSJ..f:_E....L..--iu..rr.il.1t Di,'l'l':r'l.'d. \Vilnl.'~~ II')" hand ;lTul "flil'i;ll '\';11. ~:y~mllrni"j\ll}'c;r.I'irL": April 10, J99L_ . " 7i..'0/(:'11+ 'I) , ui L '.'illi!..I',!'fC',!lIll\'d .. I ,.t..__..:___ ,.j) 2201 Glenarm Pla;e:"h'''''' r.enver. CO 80205 t.,'(.,u,. Jtf\. .4l<, l'Ut~:I' II. k'''IU.'I'.'1 'Ill f:'~ 11':UJ<T"'IIl.' 8,,,,,,,,,'I'v,,,,h,,., ,.,' '" M, ,. ..,~ 1/1 k/ I II II " II Ii " !I orthe City & Count~'of Denver and.tateof II ColOfado,ofthesecond part, WITNESSETH, Thll.t the uld party orthe first part, for Ilnd In consIderation of the sum of One and I other good and valuable consideration------------------------tlOLLARS. II to the Raid part Y of the first part in hand paid by the aald part ies oftheaecond part,the r...ce;pt whereof I: is hen'bi' c{}nru~ed and acknowledged, has remised, released, lold, conveyed Ilnd QUIT CLAIMED, and by these I' prell...nt.. does remiae, release, sell, convey and QUITCLAIM unto the said partie1'9fthe second part,thei:thein. "ucceasora and Il"signll, fore\'er, all the right, title, interest, claim and demand which the llIid pllrt Y orthe fint part hll S in IITHI to the rol1owinRde&cribcd lot or parcel orland lituate, ]yinR IInd beinR in the County I of Jefferson and State orColorado,to wit: I - 80081410 19,. O':T 28 /,:,:IJ. 13 Rccordedat Rect'ptlonNo o'clock.--M., CO'.lnty ~ '';.~G;.$;).' 5:3',' c: RECORDER'S STAlIP dayor January .1979, SURRATT of the City & Couotyor Co]orado,ofthe rir&tpart, and Denver andatateor JESSE E. SURRATT whOl\e lejra! address ia 3125 and R. BROOKS Jay SHARON Street I, I " ii I I Lot 23, Block 9, Olinger Gardens, Wheat Ridge, County of Jefferson, State of Colorado , I I; II II I: , Ill~o known a~ ~trcet alld number 2941 Chase Street TO HAV~; AND TO HOLD the same, together with all and lingulllr the appurtl!nlll'lcn and pri\'i1egell thereunto I belonll"inJ;(' or in nnywi3ethereunto BppertaininJl:', Ilnd all the ntate, riJ;('ht, title, internt and claim what&oe\'er, of the II ~aid pllrt y oflhe firl't part, either in b,w or equity, tathe only proper UIlC. benefilllnd behoororthe lIlid parUe91f ' 'he "Hood ,,"the i "';" .od ,".i,", (0,""'. Ii I~WITNESSW"EREO~',Thelll\idpl\rt y orthefintpnrthB S hereuntollethis l;/"nd :1 ..nd~ell\ thedllrl\ndyellrfirlllnbovewritten. ~.J0 e .f' A~. OC'</L Ii l Al..R... Jrn1\:Jr1-L(i~WSEAL] Sil!;lled. Scaled nnd Delivered in the Prell...nc!! of JESSE E. SU T :1 ISEAL] Ii " Ii '1 :i " II ,I I' i , I , STATE OF COLORADO, } County of a.,fJI.J,VOC7'- BII, The foregoinK inlll.rUmebl JjJ" :cknOw]edJl:'l!d befor!! me this 19 a:DbY' ;;ffrA d.yo( OdrJtL~v i My CO~.~.i.~"ion expires '1 / /~ /0''-/ I' .""";"L.,,O ,". ..' "\~',':.'.";/i', ". .;,...,...f...Jt'/:---...I-"'"l:"'...,:.-...... ~ ::".... .~J.~"I ..~~ " I fi!.." ,,\'01,\[1y... ' ! ~!~l~'1""~~*\~;;:\ f ,.' '0 .\',:,.. I r;'%I.J~""" /J[J\ ,\).::.::, /" 1"<,,, h,./c,. I "'.".:-.:<'~('..............,,:.fJ<;;:,~~,...... Lt..........,~rr,t\....,"'.. L-__ ...,...."..' ,19 . WitneBII my hand anrl officill] Ileal. Ilt~ J))J f/; (7 hi' / N,,'uyrubh.. , II il -~=--=--..=..:::.=..:.I %7! No. 933. QlTlTCl.Aflll nr.Eo.-c"",dIM ",UTR lltoM".d "u"1i''''~ICo. In..u ll'ou' SI...'. [I,n.,.. ('""I"..doI513.50Iu_..n I II !i " , :' {SEAL] ISEAL) I ,I II !i , I: 'I II I' 'I City of'Whcat Ridge, Colorlulo Building Division Plan Review Correction Notice ~ (\O~ Address: 2841 Chase Street Owncr: Brooks Contl'al't...,: Ken B Nelson Co. OCCnIJlllll'Y: R-3, U,I Vnhllltion: $188,000,00 "r(~jcl't: Datc: New Sf 0 January 24, 2002 ~ Submit a copy of the soils report for the site, ~ Submit a site plan showing existing and proposed site drainage elevations and contours. ~ The proposed ramp shown at the east elevation exceeds the allowable slope of 12,5% or 1 unit vertical to 8 units ~orilOntal. provide ramp detail and guardrail detail to comply with UBC 1003.3.4 - UCtU'77 ",./ ( /()t!J 1 ,z.. "1 Af'..tf'rovide handrail and guardrail detail for exterior steps. ~~ 1),1/. Y fiovide a corrected covered porch foundalion detail thai exlends below frosllevel of 38 inches, ~ Indicate window Nell sizes, types and locations on foundation plan, ;1/0,P1i. '1: ' ...,vsubmit a copy 01 proposed floor joist specilications, floor framing plan and calculations ~ proposed light weight , .Joncrete for in,lloor radiant healing, 11,::6, l<..ANf ~ ~bmit truss specifications and roof framing plan, MFt:.., ~ S ~Jdbmit updated floor plan at stairs due to removal of second floor. ~~rovide updated building cross-section with second floor removed. .Ar --1rovide a note stating the underside of the basement stairs will be protected with 5/8" type "X" lirecode sheetrock when used as storage. ~Jbel tempered glazing per red lined location. . ~abel garage wall at 3/0 man door connecting to breezeway is to be protected with 5/8" type "X" fire code sheetrock ~OOf deck on garage side. E, el all garage outlets as GfCI protected and mounted not less than 18 inches abova finish floor, IL~ bel all counter accessible outlels as being GfCI protected, ~ K how electric service location with exterior disconnect on electrical plan. Ar Submit covered porch framing plan along with ledger detail. 18:-1ndicate sub-contractors on application at resubmittal. I' '~ Please make these additions or corrections 10 the submittal and resubmit for review, If you have any questions please contact me at 303-235,2853. Thank You, Darin Morgan Codes Administrator --,. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED z~~-z ADDRESS Z141 C{IA~ ~ 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 303-235-2868. Sincerely, ~d~' Michael Garcia, Development Review Engineer cc: File Files on Enginent\Development Review/Forms & form letters\Notification of PI Restoration Rev 05(00 DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLlCA nON REVIEW Date: 215-/02.- Location: 214/ c:..H~$r. S'TIi<lEer Attention: Building Department I have reviewed the attached materials submitted in application for approval of a ~/"''''UO ~''--I ~,"ew<E at the above referenced address. Please note the summary comments below. I 1...L 2, ..lL. 3, ......... 4, ..-- 5. \.,/"'" 6. / 7.~ 8, ..lL.. 9. -L' 10. ./' 11.~ 12. 13, ~ 14, ~ J OK _ Not OK; refer to stipulations. Boundary Closure: , Drainage: a. Drainage plan and report needed "", b, Drainage plan not needed _ c, Lot drainage/grading to be reviewed by Building Division ../ d. Site drainage/grading provisions have been reviewed and are: OK _ Not OK; refer to stipulations. Yes -=::. No NPDES Permit Required: Public Improvements: a, street paving needed: Yes "" No b. curb and gutter needed: Yes,/ No c, sidewalk needed: Yes --.:;;:;;- No d. street lights needed: Yes V" No e. storm sewer needed: Yes v No f. letter of credit required: _ Yes ~ No If a letter of credit is required, for what improvements? Amount of letter of credit: Subdivision Agreement required: Yes Development Covenant required: Yes If Yes, for Traffic impact analysis and report required: Yes State Highway Access Permit needed: Yes New roadway or alley RO,W, dedication recommended: " Yes If yes, what is recommended? All existing dedicated roadways/alleys meet the standards of the City:_1/Y es Ifno, which do not and what is requested: APPROVAL: The Public Works Department has reviewed this request and hereby gives its roval, ject to the above and/or attached stipulations. z./s-;I. '- Dat'e ...... No ~No .......-- No --::- No ZNo No NO APPROVAL: ThePublic Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Garcia Date Stipulations attached: _ Yes /No Summary Comments: /1N'1 /::Jq""A-~E 70 THE e"rJn",,, ?uBt-'<- '''"'r.ecv..",,,,,,,rs AS A !lJ:;.svLr 01= r~/J Co"'S".J!v~ ""~aN. lS. ro &IE Kft.'f""p lJZ..C..t> 13~ Iffe r~r ""."?~'~,JI'I/r TO c.."'7 sr~p""/l..{>f F'.LIVL Tl;) Co O. ISS{.l~C€.,4 'L.4uv,4 6e L8i!:r,P'lt_r,ON l-S-lTE-1L IS IZetpc.nKE..o f7t11:7/Z. TO C. o. IS'sVPlNCe. Files on Enginent\Fonns\Bldpnnt3.frm Rl':vO'\/Ofl APPLlCA TION FOR MINOR DUMPING/LANDFILL PERMIT -'.~' WH(~r,1'/ " 0 - '" u '" C'o(OR,IJIJ APPLICANTS NAME: tGG' K 8r2.DDK5 DATE OF. APPLICATION: 11'-1 1 Ci.JkS'i 5AJv1{:. '3~ Zq -07.- WYf:4nE!../')Gf: CD &nN APPLICANT'S ADDRESS: (Include City, State, Zip) ADDRESS OF FILL: All permits shall be applied for through the Public Works Department, An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances, Note: All public improvements, when constructed, shall be maintained (by the respective individua/(s) and/or company responsible for the construction of that public and/or private improvement in the respective development) on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement of Article 1/, Specified Nuisances, Section 15-21 (3) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (11 vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No.2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following informatio[1 before the permit will be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated, C. Location of existing and proposed drainageways, irrigation ditches, etc" and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or purpose for said fill or excavation, F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files on Enginent\Form\Fill Permit.wpd Rev. 03/00 3. 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1 :201 which illustrates the following: 1. Location an dimensions of all property boundaries and structures on the' site. 2, Location and extent of areas to be filled and/or excavated. 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from. the appropriate ditch company shall be required), 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. 6. Erosion control plan. 7, Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. 9, A drainage report may be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Minor Excavation and Fill Permits: A, Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval' of the City Engineer, "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 20- 21." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. Files on Enginent\Fonn\Fill Permit.wpd 2 Rev. 03/00 PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date Z. /s/, .... , Applicant tEA; K f?;2.8Ws' Phone # :703- SI D- (,1 Lf I Location of Construction ~I c:..J+.....~ '~ Purpose of Construction -;;''''''1$ f........'Ll' Building Permit Value Single Family ~ Commercial Multi-Famiiy _ DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 (for document processing) $ Single Family Residential Review Fee: $50.00 (for review of applicable technical documents) $ 50' 00 Commercial/Multi-Family Review Fee: For review of existing technical documents $100.00 For review of technical documents for construction in right-of-way, final drainage report and erosion control plan $500.00 $ $ $ Subdivision Improvement Agreement Fee: $125.00 (for document processing and recording) Development Covenant Fee: $125.00 (for document processing and recording) $ CDOT Access Permit Fee: $100.00 (for document application and processing) $ Traffic Impact Study Review Fee: $100.00 (for document review and processing) $ Flood Plain Variance Review Fee: (for document review and processing) Class I application = $150.00 $ Class I Publication/Public Notice = N/A Class II application = $250.00 Class II Publication/Public Notice = $90,00 $ $ TOTAL REVIEW FEES: (due at time of building permit issuance) $ 50' 00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT.OF.WAY, /1 .;",f"..f A""O'~ k! I 3tn-K Date , 3if~~z- . Files on Enginent/Forms/Review Fees-Building Permit Ap Rev 04/01 C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). plus for each additional 100 cy or fraction thereof ,10001 $15.00 $15.00 $5.00 $60.00 $4.45 $100.00 TOTAL $ ~ 5. Permit Fees * 50 cubic yards or less 51 to 100 cubic yards 1 alto 1000 cubic yards for the first 100 cy 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 1000 cy or fraction thereof 10,000 cubic yards or over *Wheat Ridge Code of Laws Section 5-76. All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Appendix A, Section 24.B. Any fill requested under this permit within the 100 year flood zone MUSTCOMPL Y WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR .PERMANENTL Y ON THE JOB SITE. APPLICANT: CITY OF WHEAT RIDGE: /:1 ~/~l b,. Hf-tG. ~"'U~1JN ~nglneer "I' Owner's Signature (if different than above) 3/;)-q 10 d- Approval Date Files on Enginent\Form\Fill Permit.wpd 3 Rev. 03/00 page 1. of 2 ~ ./ PT ~Vl()z.. BATCHJOB,U3~~WBO~ Date: ~~/8/200~ Quote# Bartruss 5305 Steele St. Denver, CO 802~6 303-294-0558 Sales Rep: Designer: Job:NELSON BROOKS Loading: 40 25 5 24.00"0.C. WO ::lT TRUSS ID SPAlo1 PITCH OVERHANGS (J3~OWB ~~ AA ~8' 0" 0 0.00/0.00 0,001 0.00 p3~OWB ~ AB ~6' 0" 0 0,00/0,00 0.001 0.00 n II II , ~ , , II II , , , , 3~OWB 2 BA 20' 0" 0 0.00/0.00 0,001 0.00 'T3~OWB 2 BB 19'10" 4 0.0010.00 0.001 0.00 . J3~OWB 2 BC , 17'10" 4 0.00/0,00 0,001 0.00 (J3~OWB ~ CA ~7' 0" 0 0,00/0,00 0.001 0.00 111 I I I II I II I II I I I II (J3~OWB ~ CB ~7' 0" 0 0.00/0.00 0.001 0.00 (J3~OWB 2 CC ~5' 0" 0 0.00/0.00 0.001 0.00 U3~OWB ~ CD 16'10" 4 0.00/0,00 0.001 0.00 p3~OWB E CE ~7' 0" 0 0.00/0.00 0.001 0,00 3~OWB 3 DA ~4' 7" 4 0.00/0.00 0.001 0.00 J3~OWB 3 EA 24' 0" 0 0.00/0,00 0.001 0.00 J3~OWB ~ FA ~4' 5" 7 0.00/0.00 0,001 0,00 U3~OWB ~ FB 8' 0" 0 0.00/0.00 0.001 0.00 [JDO[TIO U3~OWB ~ FC 9' 0" 0 0,00/0.00 0.001 0,00 iIIITIIJD.Jllli f13~OWB ~ FD , 6' 0" 0 0.0010,00 0.001 0,00 u=o::Jll BATCHJOB:U3~~WBO~ page 2 of 2 "" OTY TRUSS ID SPAl' PITCE OVERHANGS o3~OWB 3 GA ~5' 4"1.2 0.00/0.00 0.00/ 0,00 o3~OWB 3 GB 8' 9" 0 0.00/0.00 0.00/ 0.00 rIf\"\7 '\ II 11'\ ,1m - U3~OWA , HB - ~8' 0" 0 0.00/0.00 1. 50/ ~.50 p3~OWA 2 HC - 7' 0" 0 0.00/0.00 0.00/ 0.00 II \pri.ce val.i.d for 30 days. Subject to verifi.cati.on of quanti.ty and dimensi.ons. ~O'H~ Speci.al. Instructi.ons: +T;fx 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/235-2868 FAX 303/235-2857 The City of Wheat , Ridge February 5, 2002 Mr. & Ms, Sharon Brooks 2941 Chase Street Wheat Ridge, Colorado 80214 Re: New Single Family Residence Construction Dear Mr, & Ms. Brooks, The Public Works Department would like to let you know that an inspection will be conducted to assess the condition of the public improvements along the frontage of your property at 2941 Chase Street. The areas that will be inspected by the Public Works Department will along Chase Street and the alley to the west side of your lot There are, three items that the Public Works Department would like to mention for your information, 1. The pre-inspection of the public improvements along Chase Street could not be completed due to the fill material placed in the right-of-way, which includes the curb, gutter and detached walk. Please note that any damages that are found to the covered portion will have to be removed and replaced at the cost to the developer. 2. The City requires that a licensed contractor with the Public Works Department apply for a Right- of-Way Construction Permit along with the appropriate fees and traffic control plan prior to work located in the Right-of-Way, 3. Should construction traffic utilize the alley to the west of the property, the developer is responsible for any damage to the asphalt as a result of the construction traffic. There is approximately 3" of asphalt in the center of the alley with the edges having approximately 6" of asphalt. Please call me at 303-235-2868 if you have any further questions regarding these comments and requirements. Sincerely, ~ 6L-:- Michael Garcia Development Review Engineer cc: Greg Knudson, City Engineer Chuck Braden, Engineer Tech. I Darin Morgan, Chief Building Official Ken B. 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Loading: 30 ~O 8 24.00"O.C. >10 :>T TRUSS ID SPAN PITCH OVERHANGS ::r3~OWC ~ AA 34' 0" 0 3.49/0.00 0.00/ 0.00 ~ :J3~OWC ~o AB 34' 0" 0 3.49/0.00 0.00/ 0.00 ~ ::r3~OWy ~ BA 40' 0" 0 3.49/0.00 0.00/ 0.00 ~ ::r3~OWC 2 BB 40' 0" 0 3.49/0.00 0.00/ 0.00 ~ ::r3~OWC ~ BC ~ ~7' 0" 0 3.49/0.00 0.00/ 0.00 03~OWC 4 BD ~\T24' 0" 0 3.49/0.00 0.00/ ~2.00 ~'\ 03~OWC ~ CA 25' 0" 0 3.49/0.00 0.00/ ~2.00 --</\f p3~OWC ~ CA~ --7\125 ' 0" 0 3.49/0.00 0.00/ ~2.00 ~,\, p3~OWC ~ CB ~\ 5' 0" 0 3.49/0.00 0.00/ 0.00 p3~OWC ~ CB~ ~ ~7' 0" 0 3.49/0.00 0.00/ 0.00 p3~OWC ~ CC 42' 0" 0 3.49/0.00 0.00/ 0.00 ~ 3~OWC ~ CD 42' 0" 0 3.49/0.00 0.00/ 0.00 ~ 3~OWC 6 CE 42' 0" 0 3.49/0.00 0.00/ 0.00 ~ :J3~OWC 2 CF - 36' 0" 0 3.49/0.00 0.00/ 0.00 ~, :J3~OWC 3 CG ~'\~~ 24' 7" E 3.49/3.00 0.00/ 0.00 :J3~OWC 3 CH L"~ 24' 7" 6 4.98/3.00 0.00/ 0.00 TCHJOB:U31.0We01. page 2 of 2 0 T TRUSS ID SP PITC OVERHANGS 31.0WC 2 CI ~31' 0" 0 4.98/3.00 0.00/ 0.00 31. owe 3 CJ 40' 0" 0 4.98/0.00 0.00/ 0.00 ~ 310WC 3 CK 40' 0" 0 4.98/0.00 0.00/ 0.00 ~ 310WC 1 CL 40' 0" 0 4.98/0.00 0.00/ 0.00 ~ 31. owe 1 CM 40' 0" 0 4.98/0.00 0.00/ 0.00 ~ 310WC 1 CN 40' 0" 0 4.98/0.00 0.00/ 0.00 ~ 31. owe 1 E1 8' 8" 2 3.53/2.12 0.00/ 0.00 310WC 1 E2 8' 8" 2 3.53/2.12 0.00/ 0.00 31. owe 1 EA 0" 0 6.00/0.00 0.00/ 0.00 31.0We 2 EB 0" 0 6.00/0.00 0.00/ 0.00 310WC 2 EC 0" 0 6.00/3.00 0.00/ 0.00 31. owe 1 ED 9" 0 6.00/3.00 0.00/ 0.00 310WC 2 EE 9"1.2 0.00/0.00 0.00/ 0.00 31. owe 2 FA 0" 0 3.49/0.00 0.00/ 0.00 310WC 1 GA 17' 0" 0 9.66/0.00 0.00/ 0.00 310WC 2 GB 17' 0" 0 9.66/0.00 0.00/ 0.00 rice va~id for 30 days. 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Engineering & Surveying, LLC September 4, 2001 Ms, Mary Lou Chapla Planning Department City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80033 Re: 2941 Chase Street - New SFR Dear: Mary Lou: This letter is in response to your request for confirmation of the availability of sanitary sewer service for the above parcel. The subject property at the address referenced above is entirely within the boundary and service area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by the Metro Wastewater Reclamation District (Metro). Wheat Ridge Sanitation District facilities in this area consist of an 8 inch sanitary sewer main within an easement located along the western property line of the lot. This parcel is subject to the assessment of both Wheat Ridge Sanitation District and Metro tap charges. The subdividers and/or developers may be required to extend sewer lines to their project sites and/or share in the cost of providing additional capacity to serve their projects. In addition, you should be aware that the District requires approval of plans for sewer service connections, determination of tap fees, as well as inspection of construction by the District's Engineer. Very truly yours, ~- ~ . :,--.J~~'~ William K. Brown, P.E. District Engineer Wheat Ridge Sanitation District WKB/rg cc: District Office /'..11 (U K- ~ '1 L91f" 790t E Belleview Ave, Sle 230 . Englewood, CO 80111. Phone (303) 773-1605 . Fax (303) 773-3297 ~~ ~tr> C{z.-I{ ?z-s<- TAl I~rr AUG-21-Bl TUE 12:02 WHEATRIDGE SANITATION DI 02342422e0 P.02 CITY OF WHEAT R ])GE CER'rIFICA'1'E OF WATER AND SEWER SERVICE A V AILABn.ITY Note to Applicant: A building permit will not be issued' vilhout this Certificate signed by the . District or Asency supplying services. This Certificate e~ oires one year from date of aODroval !lY authorlzlne: aeent. ..a9L\\ Qro.~ & -.e-;:).\-O\ Job Address ~1' ;:P\~ B!ffKq >~Ut-..\&'CR ~~~\)~"-\'S ~Cri ~\: R , U~uilding ~ ~ ~ \:, t\~ 00 /ft;C)\'.. ~; Owner ' Address Date S\.'l~ Telephone - ~ NameotDlstriet:~1 R\'ty..cc.. SEWER - Individual Soptic pennit No. ( ) Sower Setvlce Available . () Sewer Setvi )II Not Available CDnun.nts Ot Conditiol\$; ...,<f~ -4r/aaA~ 6.e--/kr 7)~/~ d ~S~ ~ .I~f 4; 'f.QDI I herc:by certify that avalla lit)' or SOMCO Is as lndicalecl above. SiglUllure or Authorized Ag...l - ""t. Jeff.,ron Counly Hoalth Depanment (IF SEPTIC) Authoriztd ! ignaLure Dale NamODrDlsttlet: W~<c-f\T R~c; WATER Colorado w.U Permit No. ( ) Water Setvlce Available () Water SOIlLCO NOt Available Comments or CondillDus: I hereby certlfy that avallablllly of s.tvlce i. as indicated above. Date Slinal1lR or Authori~cd Agent lefferson County Hoalth Department (IF WELL) Authorized' lienalure 03le I Aug-21-01 11:36A OEVREVFAX 303 235 2857 P.02 CITY OF WHEAT RJ DGE CERTIFICATE OF WATER AND SEWER SERVICE A V AllABILITY Note to Applicant: A building permit will not be issued, rithout this Certificate signed by the District or Agency supplying services. This Certificate ex Jires one vear from date of a,pDroval by authorizim! aeent. ~4 \ Qro'5E <D-\:" Job Address .LCli d?l~ Plicr\l.. q ) ~UN~'E:.~ ~f\~ \)~"-\~ Le~ Descri don R _(\ \).) S~ ~UildiSffi ~ ~ Stem i\~S Owner . Address ~-~\-O\ Date $\.'l~ Telephone . . SEWER Name of Disuiet; ~I ~\ r-r..<e.. Individual Septic Pennit No. ( ) Scwcr Sernce Available () Sewer Scni ;e Not Available Comments or Conditions: I hcteby certi1Y that availability of sernco is as indic:!.ted above. Signature of Authorized Agent Date Jefferson County Health Dcpanmcnt (IF SEPTIC) 4> Authorized: ignaturc Date Name of Olstrict: W \-t'E:HT R \ \:l( ...-?- ~ Water Service Available COllUl1onts or Conditions: ~ WATER Colotado Wdl Permit No. () Water Set" ice NOt Available t.".~~.. ) I ~r t~ility ofscmco is as indicated above. Signature of Au~cnt Jcircrson County Health Department (IF WELL) p)~/ Date Authorized iignatun: Date CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS SOILS AND FOUNDATION INVESTIGATION PROPOSED RESIDENCE 2941 CHASE STREET WHEAT RIDGE, COLORADO Prepared for: KEN B. NELSON CO. ATTN: KEN NELSON 10182 WEST 70TH DRIVE ARV ADA, COLORADO 80004 JOB NO. 14249 AUGUST 13,2001 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 303.463,9317 Fax: 303.463.9321 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 TABLE OF CONTENTS SCOPE 1 CONCLUSIONS 1 PROPOSED CONSTRUCTION 2 SITE CONDITIONS 2 INVESTIGATION 2 SUBSURFACE CONDITIONS 3 BUILDING FOUNDATIONS 4 SLAB-ON -GRADE CONSTRUCTION 5 LATERAL LOADS AND SUBSURFACE DRAINAGE 6 SURFACE DRAINAGE 7 LIMITATIONS 8 FIGURE 1 - SITE PLAN AND LOCATION OF EXPLORATORY BORING FIGURE 2 - LOG OF EXPLORATORY BORING FIGURES 3 THROUGH 7 - SWELL-CONSOLIDATION TEST RESULTS FIGURE 8 - TYPICAL INTERIOR FOUNDATION AND UNDERSLAB DRAIN . APPENDIX A - IMPORTANT INFORMATION ABOUT THIS REPORT SCOPE This report presents the results of a soils and foundation investigation for a proposed residence at 2941 Chase Street in Wheat Ridge, Colorado. The purpose of our investigation was to evaluate subsurface conditions at the site and provide geotechnical recommendations for the proposed construction. The report presents a description of subsurface conditions encountered at the site, recommended foundation system, and design and construction criteria influenced by the subsurface conditions. The report is based on data developed during the field and laboratory investigations and our experience. A summary of our findings and recommendations is presented below. CONCLUSIONS L Subsurface materials encountered in the test hole (TH) consisted of 6.5 feet of very stiff, sandy clay overlying very hard, silty claystone with sandy lenses to the maximum explored depth oDO feet Samples of sandy, clay from 1 and 4 feet indicated low expansion potentials when wetted. Samples of claystone from 9, 14, and 19 feet also exhibited low expansion potentials when wetted. 2. Free water was encountered in the boring at 19 feet during drilling. When the boring was checked 15 minutes and 4 days after drilling, ground water was measured at 29 and 7 feet, respectively. The boring had caved to 245 four days after drilling. 3. The proposed structure can be constructed with either a spread footing foundation system bearing on native clay, with a low risk for movement due to potentially expansive soils or a drilled pier foundation bottomed in the claystone bedrock. Design and construction criteria are presented in the body of the report. 4. The soils are suitable for support of slab-on-grade construction, but there will be a low risk of movement or cracking due to expansive soils. Any slabs supported on grade should be free to move vertically, and not tied to the structure. 5. Positive drainage down and away from all foundation walls should be established and maintained at all times. Soils and Foundation Investigation Job No. 14249 Page 2 PROPOSED CONSTRUCTION A single-family residence with garden-level basement and detached garage are proposed at the site. The location of the existing residence is presented on Figure L The proposed residence will consist of concrete and wood frame construction and relatively light construction loads are anticipated. Foundation elevations of 1.5 and 4 feet below the existing ground surface are anticipated for this report. SITE CONDITIONS The site is located in a developed residential area on the west side of Chase Street in Wheat Ridge, Colorado. The proposed residence is to be located on the central portion of the site, encompassing the existing structure's building envelope. A residence and detached garage are currently located in the central portion of the properly and are proposed to be demolished. The existing one-story, residence with a basement is approximately 60 years old and is assumed to be founded on spread footings. The main residence structure appears to have preformed satisfactorily. Evidence of slab heave was observed in the surrounding exterior slab-on-grade construction. The properly is basically flat and has a good cover oflandscaped grass and trees. INVESTIGATION Subsurface conditions were investigated on July 26, 2001 by drilling one exploratory boring at the location indicated on Figure I. The boring was advanced using a 4-inch diameter continuous flight auger powered by a CME-45 drilling rig. Samples were taken at select intervals using a California sampler, which was driven into the soil by dropping a 140-pound hammer through a free fall of 30 inches. The number of blows required to drive the sampler into the soil is known as a penetration test. The number of blows required for the sampler to penetrate 12 inches is evaluated and gives an indication of the consistency or relative density of the soils and bedrock. The results of the penetration tests and Soils and Foundation Investigation Job No. 14249 Page 3 logs of the material encountered are presented on the Log of Exploratory Boring, Figure 2. Samples were returned to the laboratory where they were visually classified and appropriate testing was assigned to evaluate the engineering properties of the soil layers. Laboratory testing consisted of moisture-density determinations, swell-consolidation tests, and percent passing 200 sieve analyses. The results of the laboratory testing are presented on Figures 2 through 6. SUBSURFACE CONDITIONS Subsurface materials encountered in the test hole (TH) consisted of 6.5 feet of very stiff, sandy clay overlying very hard, silty claystone with sandy lenses to the maximum explored depth of 30 feet Free water was encountered in the boring at 19 feet during drilling. When the boring was checked 15 minutes and 4 days after drilling, ground water was measured at 29 and 7 feet, respectively. The boring had caved to 24 feet when checked four days after drilling. Additional subsurface details are presented on Figure 2. The geotechnical practice In the Denver area uses a relative scale to evaluate swelling potentials. When the sample is wetted under a surcharge pressure of 1000 pounds per square foot (PSF), the measured swell is classified as low, moderate, high, or very high. The following table presents the relative classification criteria. Additional important information regarding geotechnical risk is included as Appendix k Risk Category Percent Swell Under A 1000 PSF Surcharge Pressure Low 0-<2 Moderate 2 - <4 High 4-<6 Very High Greater than 6 Swell-consolidation test results for samples of sandy clay from I and 4 feet exhibited low expansion potentials (1.4 and 0.3 percent, respectively) when wetted under a surcharge pressure of 1000 Soils and Foundation Investigation Job No. 14249 Page 4 PSF. Samples of silty, sandy claystone from 9, 14 and 19 feet exhibited low expansion potentials (1.5, 0.3, and 0.5 percent, respectively) when wetted. Swell-consolidation test results are presented on Figures 3 through 6. BUILDING FOUNDATIONS The soils at the anticipated foundation elevations of 1.5 and 4 feet below the ground surface consists of sandy clay with a low swell potential that is underlain by claystone bedrock. The clayey soil is suitable for a spread footing foundation system, but there is a low risk of movement due to expansive soils. The relatively high swell pressures observed in the upper sandy clay increase the risk of shallow garage foundation movement or cracking. If the owner can not accept this risk of movement then a drilled pier foundation bottomed in the claystone bedrock should be used. Spread footings should be designed with a maximum allowable bearing pressure of 3000 PSF and a minimum dead load pressure of 1000 PSF The large dead load pressure is due to the relatively high swell pressure observed at the foundation depth. Any fill encountered at proposed foundation elevations should be removed and replaced with controlled fill. New fill should consist of granular materials, such as silty to clayey sand, and should be compacted to at least 95 percent of the maximum standard Proctor dry density (MPD), per ASTM D698, within 2 percent of the optimum moisture content (OMC). The spread footing foundation should be designed and constructed to meet the following criteria. I. All footings must be supported by native sandy clay. Any soils loosened by the excavation or forming process should be removed from the footing areas prior to placing concrete. The footing excavations should be observed by a geotechnical engineer to confirm subsurface conditions. The excavations must not be allowed to lose moisture. Any moisture loss may increase the swell potential. 2. We recommend minimum footing widths of at least 16 inches for continuous footings, and 24 inches square for concrete pads, which support columns. Larger sized footings may be necessary depending on the load of the structure. Soils and Foundation Investigation Job No. 14249 Page 5 3. Continuous foundation walls should be reinforced to span local anomalies in the subsoil. A minimum reinforcement of at least two, No.5 grade 60 bars top and bottom in all foundation walls is recommended. Walls should be reinforced to span an unsupported length of 10 feet. 4. Footings must be protected from frost action. Footings should be covered with a minimum of three (3) feet of soil for frost protection. A drilled straight shaft pier system is a foundation option that will have a lower relative risk for movement. A drilled pier foundation should be designed and constructed in accordance with the following criteria. I. Drilled piers should have a minimum length of 16 feet and a minimum bedrock penetration of 6 feet. Piers should be designed for a maximum allowable end bearing pressure of 30,000 PSF and an allowable skin friction (side shear) of2,000 PSF for the portion in bedrock. Piers should be designed for a minimum deadload pressure of 10,000 PSF times pier end area. If minimum deadloads can not be obtained, the piers should be lengthened using 1,500 PSF in side shear along the pier perimeter. 2. All piers should be reinforced full length to resist uplift forces of 21,200 pounds for 12-inch piers and 17,650 pounds for 1 O-inch piers. Dead loads can be subtracted from these uplift forces. Reinforcement should extend into grade beams of foundation walls. A minimum 4-inch void forming material should be placed between the piers to concentrate dead loads and avoid contact with potentially expansive soils. Sonotubes must be used to form the top of the pier and avoid "mushrooming" the tops of piers. 3. Groundwater was encountered at 21 feet in during drilling and was measured at 7 feet in the boring when checked 4 days after drilling. When checked 4 days after drilling, the boring had caved to 25 feet. Therefore, dewatering may be required during drilled pier installation. We suggest the foundation contractor drill a preliminary pier hole to evaluate the groundwater and cave conditions at the time of foundation construction. Concrete should be onsite at the time of drilling and placed immediately after the pier is drilled and inspected thus minimizing the potential for dewatering. If groundwater enters the boring, tremie (underwater) concrete placement will be necessary if dewatering cannot minimize groundwater infiltration. Concrete should not be placed in more than 3 inches of water. 4. The installation of the piers should be observed by a representative of our office to confirm piers are bottomed in suitable material and holes are properly cleaned. SLAB-ON-GRADE CONSTRUCTION The proposed garage and basement will utilize slab-on-grade construction. Some slabs also may be supported near the ground surface. Slab-on-grade construction will have a low risk of movement due Soils and Foundation Investigation Job No. 14249 Page 6 to expansive soils and some slab cracking and differential movement may occur. The slabs should be constructed as "floating" slabs, which are free to move in the vertical direction. If fill soils are used, a non-expansive granular soil such as a silty to clayey sand should be used and compacted to a minimum of 95 percent of the MPD within 2 percent of the OMC The following design and construction details for slab-on-grade construction are recommended. I. Slabs should be separated from exterior walls and interior bearing members. Vertical movement of the slabs should not be restricted. 2. Slab bearing partitions should be minimized. Where such partitions are necessary, a slip joint should be constructed to allow free vertical movement of the partitions. Slip joints should allow at least 1.5 inches of vertical movement and should be monitored and maintained by the owner after construction. 3. Underslab plumbing should be eliminated where feasible. Where such plumbing IS unavoidable it should be thoroughly pressure tested during construction. 4. Plumbing and utilities, which pass through the slab, should be isolated from the slab with expansion joint material. 5. If a forced air heating system is used and the furnace is located on the slab, we recommend provision of a 6-inch collapsible connection between the furnace and the duct work. The above design and construction criteria will not prevent movement, but will reduce damage if movement occurs. Exterior flatwork may settle if supported by backfill which has not been compacted adequately. We recommend all non-structural exterior backfill be compacted to at least 90 percent of the MPD (95 percent under structural areas), within 2 percent of the optimum moisture content. LATERAL LOADS AND SUBSURFACE DRAINAGE Below grade walls must be designed for lateral loads. For "active" conditions, the walls should be designed for an equivalent fluid pressure of 40 pounds per cubic foot (PCF). For "at rest" conditions, equivalent fluid pressures of 50 peF should be used. These loads do not include swelling pressures, Soils and Foundation Investigation Job No. 14249 Page 7 hydrostatic loads or surcharge loads such as sloping backfill or vehicles. Expansive soil should not be used for backfill. Due to the potential for higher ground water levels after construction and during wet periods, a basement sub-slab drainage system should be installed on this site. This system should consist of an 8-inch compacted gravel layer below the basement slabs. Four-inch diameter perforated rigid PVC pipe should be installed at the bottom of the gravel layer at 15 feet on center, and routed to an interior perimeter foundation drainage system. A geotextile filter fabric should be installed between the soil and the gravel layer to keep the gravel clean, and plastic should be installed between the gravel and the concrete slab to reduce moisture migration through the floor slab. A typical interior and underslab drain detail is presented on Figure 8. Based on the site topography the drain should lead to a sump where water can be removed by pumping. SURFACE DRAINAGE The risk for wetting of foundation soils can be reduced by carefully planned and maintained surface drainage. This is particularly important at this site where the clay and claystone will heave when the moisture content increases. The following precautions should be observed during construction and be maintained at all times after the structure is completed. 1. Excessive wetting or drying of open foundation excavations should be avoided as much as possible during construction. 2. Backfill adjacent to foundation walls should be moistened and compacted. Any settlement of backfill after completion of the structure should be repaired and positive drainage reestablished. 3. The ground surface surrounding the structure should be sloped to drain away from the structure in all directions. A minimum slope of 12 inches in the first 10 feet should be established. 4. Roof downspouts and drains should discharge well beyond the limits of all backfill and irrigated landscaping should not be placed with in 10 feet of the foundation walls. Soils and Foundation Investigation Job No. 14249 Page 8 5. Plastic membranes should not be used to cover the ground surface immediately surrounding the structure. These membranes trap moisture and prevent normal evaporation from occurring. LIMITATIONS Although the boring was located to obtain a reasonably accurate determination of foundation conditions, variations in the subsoil conditions are possible. If conditions different from those described are encountered in excavations, we should be notified. Excavations should be observed by a representative of our office. The cost of construction observations is not included in this investigation. An environmental assessment of the site is outside our scope of work for this project If we can be of further service in discussing the contents of this report, or in the analysis of the influence of subsurface conditions on the design of the structures, please call. Sincerely, A J. CHURCH & Associates, Inc. Mark J. Vessely, P.E. MN/csc 3 copies sent PROPOSED RESIDENCE 2941 CHASE STREET WHEAT RIDGE, COLORADO 30TH AVENUE >- I ~ <i ,.;oIl! EXISTING HOUSE '. . ~. -7' I . TH-I 25' . '. -' . ., "- ,.. :. . .. ....~ .. .. GARAGE . ~DRIVi;'WAY .. .... ". . . ............ .. .. . '. . '. . .- "- ',4.' '. . "-!. d ~ .. .. '. '. ,. SITE PLAN AND LOCATION OF EXPLORATORY BORING JOB NO. 14249 FIGURE 1 NOT TO SCALE I- W W 0:: I- (fl W ~ :J: U TH-1 0 0 12/12 WC = 16.9 DD = 107 -200 = 69 16/12 WC = 25.7 5 DD = 100 5 4 DAYS - - 50/12 WC = 28.3 10 DD = 97 10 -200 = 67 f- f- W W W WC = 27.0 w u. 50/6 u. 15 DD = 101 15 :r: :r: f- f- a. a. w w 0 0 0 - 50/6 WC = 23.7 - 20 DD = 104 20 4 DAYS - 25 25 15 MIN 30 EXPLANATIONS: D CLAY, SANDY, VERY STIFF, MOIST, BROWN P 30 . CLAYSTONE, SILTY, SANDY LENSES, VERY ~ HARD, MOIST, OLIVE, BROWN 4 DAYS - 12/12 INDICATES THAT 12 BLOWS OF A 140 POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5 INCH 00. SAMPLER 12 INCHES INDICATES DEPTH TO TEST HOLE CAVE AND THE TIME AFTER DRILLING THE MEASUREMENT WAS TAKEN INDICATES DEPTH TO FREE WATER AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN o NOTES: 1. THE EXPLORATORY BORING WAS DRILLED ON 7-26-2001 USING A 4-INCH DiAMETER CONTINUOUS FLIGHT AUGER POWERED BY ACME 45 DRILLING RIG. 2. WC = WATER CONTENT(%) DD = DRY DENSITY (PCF) -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE. LOG OF EXPLORATORY BORING JOB NO. 14249 FIGURE 2 8 1 , I i i , I I II EXPANSION UNDER CONSTANT I I PRESSURE DUE TO WETTING - I f'.. ""-. - ,-- I'-,I " i r 1 I ,\ I I I I I I I I I I I I i I I I I il I , I i I 7 6 5 I::: 4 o .- Ul ~ 3 ~ W 2 1 ~ 0 -1 -2 I::: .9 -3 Ul Ul ~ .... p" S -4 o U -5 -6 -7 -8 0.1 10 APPLIED PRESSURE - ksf Sample of Clay, sandy, From TH-l @ l' Natural Dry Unit Weight = 107 PCF Natural Moisture Content = 16.9 % 100 JOB NO. 14249 SWELL - CONSOLIDATION TEST RESULTS FIGURE 3 8 I I I i i I I I I , ! I I , ! II I I I , I II I , I I I , EXPANSION UNDER CONSTANT , PRESSURE DUE TO WETTING , I-- -- -.... I 1 I ! , .....r--. 'r-.. , , ~ ,I I I I I I I'k' I . ! , , I I I I I i , ! I , , , I I I , I i i I 7 6 5 .:: 4 o .- if> @ 3 ~ 2 tc. 0 -I -2 .:: .9 -3 if> if> Q) .... 0.. S -4 o U .5 -6 -7 -8 0.1 I 10 100 APPLIED PRESSURE - ksf Sample of Clay, silty, From TH-l @4' Natural Dry Unit Weight = 100 PCF Natural Moisture Content = 25.7 % JOB NO. 14249 SWELL - CONSOLIDATION TEST RESULTS FIGURE 4 ~ 4 o .- tIl ~ 3 ~ i:il ~ 0 ~ o Or;j -3 tIl II) ... 0.. S -4 o U JOB NO. 14249 8 , I I I I I I i I I ' , EXPANSION UNDER CONSTANT i PRESSURE DUE TO WETTING , ! - I I l"- I I --- ....... '-., . I I -... ......... i '" , ...... .1 , I I I I , I , I I I , , I , , , , I I , ! I II , I , , , , I I , ! I , , , I I I I 7 6 5 2 1 -1 -2 -5 -6 -7 -8 0.1 10 APPLIED PRESSURE - ksf Sample of Claystone, sandy, From TH-l @ 9' Natural Dry Unit Weight = 97 PCF Natural Moisture Content = 67 % 100 SWELL - CONSOLIDATION TEST RESULTS FIGURE 5 8 I ! , , I , I I I I I I , I ; ! ! , I I i , - EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING I ---- ( I I , t---.... , i r...... I I i ~ , I I I I '" 1'\ I I I , j I I "'\ , I , i I I I I I i , I I I II I ! I i I I 7 6 5 l'::: 4 o .- '" 1a 3 ~ ~ 2 1 'd2. 0 -1 .2 l'::: o or.;) -3 '" <l) .... 0. 8 -4 o U -5 -6 -7 -8 0.1 1 10 100 APPLIED PRESSURE - ksf Sample of Claystone, sandy, From TH-l @ 14' Natural Dry Unit Weight = 101 PCF Natural Moisture Content = 27.0 % JOB NO. 14249 SWELL - CONSOLIDATION TEST RESULTS FI GURE 6 8 I I I j I I I I 1 i , , T I I EXPANSION UNDER CONSTANT - PRESSURE DUE TO WETTING I r I I I -- ~ 'I I II ....... i '- .... I I ........1......... I I "- I I I 't , I I I I I I I . , I I , ! : , , , I I 7 6 5 I':i 4 o .~ <Zl I':i co:j 3 ~ 2 1 6'( 0 -1 -2 I':i o Or;j -3 <Zl Q) .... S' -4 o U -5 -6 -7 -8 0.1 10 APPLIED PRESSURE - ksf Sample of Claystone, sandy, From TH-1 @ 19' Natural Dry Unit Weight = 104 PCF Natural Moisture Content = 23.7 % 100 JOB NO. 14249 SWELL - CONSOLIDA nON TEST RESULTS FIGURE 7 IL 10 o 0 BACKFILL GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL 100% PASSING 1.5" 60-100% RETAINED #4 MAXIMUM 3% PASSING #200 BASEMENT WALL 4-6 MIL LINER OR EQUIVALENT iMPERMEABLE MEMBRANE o 0 BASEMENT SLAB ." r'l 00 00.00(----;r- o oov 0.0".00 ~..;".o " ~.,o.o I o S. ~~.~ OooO"OoO( 6'-8" MIN . .0 aotb.d....ooO~O... Oo( I (Jo '. /Ao.o 0 ,;0.. 0 ,:.. ---.i.. 4 INCH DIAMETER SLOTTED PLASTIC PIPE. THE DRAIN LINE SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 TO 1/4 INCH DROP PER FOOT OF DRAIN. MIRAFI 140N OR EQUIVALENT DRAINAGE FILTER FABRIC NOTE: DRAIN PIPE SHOULD BE 12 INCHES BELOW FLOOR AT THE HIGHEST POINT AND SLOPE TO SUMP WHERE WATER CAN BE REMOVED BY PUMPING OR TO A POSITIVE GRAVITY OUTLET. TYPICAL INTERIOR WALL AND UNDER SLAB DRAIN JOB NO. 14249 FIGURE 8 Appendix A Important Information About The Report The data collected by Church & Associates during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered during construction may differ from those presented herein. This uncertainty cannot be eJimin"tf"-d because of the many variabilities associated with geology_ For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non-sampled soil or rock may differ from interpretations. Quantitative conclusions regarding the performance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must determine the level of risk they are willing to accept for the proposed construction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report. Unless authorized by Church & Associates in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of the local geotechnical practice is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance. If the construction occurs 1 or more years after issuance of the report, the owner and/or client should contact our fum to determine if additional investigation or revised recommendations would be advisable. The geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock The geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. When the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high. Table 1 presents the relative classification criteria for the percentage of expansion based on initial sample height at the indicated surcharge pressure. Table 1 Risk Category Percent Swell Under a 1000 PSF Surcharge Pressure Low 0-<2 Moderate 2-<4 Jijgh 4-<6 Very High Greater than 6 Source: Colorado Association of Geotechnical Engineers, Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area), 1996 Important Information Page 2 The relative classification CaD be correlated to potential slab damage as follows: Low: slab cracking, differential movement, aDd heave; moderate: slab cracking aDd differential movement, partial framing void aDd furnace plenum closure; aDd high to very high: large slab cracking aDd differential movement, closed voids, closed furnace plenum. aDd possible pipe rupture. (These effects are based on monitoring aDd observations by several frrms in the Denver metropolitan area aDd are not limited to the relative classification. More or less damage CaD occur in all classifications because of the uncertainty associated with subsurface conditions aDd geotechnical engineering.) It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: a soil aDd bedrock type and variability, b. stratigraphy, c. ground water depth aDd anticipated post-construction moisture conditions, d surface water drainage aDd features, e. post-construction laDdscaping aDd irrigation, f. construction details aDd proposed use, and g. local experience. Post-construction laDdscaping and owner maintenance will greatly affect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre- construction water content. Slabs, pavements, aDd structures significantly reduce evaporation of soil moisture. Therefore, post-construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed Poor owner maintenance, such as negative slopes adjacent to foundation walls aDd irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchasers also should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 12547 7/30/01 Property Owner: Property Address: 2941 Chase St Contractor License No. : 20568 Company: Colorado Excavating & Demolition Phone: Phone: 456-6056 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and 89ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with he Wheat Ridge Building Code (U.B.C.) and all other applicable W eat Ridge ordinances, fa ork under this permit. (OWNER)(CONTRACTOR) SIGNED 1f~l~] DATE 7-~O -r. I Use: Total: Description: Existing house BUILDING DEPARTMENT USE ONLY --- Approval: Zoning: SIC: Sq. Ft.: Approval: Occu pancy : Roof: Stories: Residential Units: Walls: Electrical License No : Company: Plumbing License No : Company: Mechanicai License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: $50.00 $0.00 $0.00 $50.00 This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Suildin!:! Code of VVheat Rid~e, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authOrized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension Of abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shalt be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building lnsfector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 the/'ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building s or any other ordinance, law, rule or regulation. (1) (2) (3) (4) (5) (6) Chief Property Owner: Property Address: Contractor License No.: Company: DEP..\RTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 31l3-23-l-5933 CITY OF WHEAT RIDGE 751111 WEST 29TH A VENUE WHEAT RIDGE, CO S0215 - (303-235-2855) APPLlCA T/ON o 18--r.{) () ~ f j, q L.{ / L'h Cc.i-f j' ~ -:)cQ r 'T( (/, BullJll1g i\:~;JJlt :--"ulllb..:; D<1tc07_.10_0 / QWNEFUCONTRACTOR SIGNATI1RE OF lJl'<lJERSTA..'WL"{C ..\..'\;1) AGREE~[E;"<T /hone(3~r6~ &Of6 Phone: r h<.::arby certifv that the setback distances proposed by this permit application are accurate, and do not violate applicabk ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restrictiom of record: that :loll me:lSUf<:ments shown. and allegations made an;: accurate: that 1 have re:ld and agree to abide by all <.::onditions printed on this applications and that I assume full re~porsibility for compliJ.oce WiU1 th.: Wheat Ridge Building Codo: (L.B.C) :md all other applicable Wheat Ridge Ord.in.'l:oces. lor work und r thi ermit. (Owo,tRXC2!:"IRXTOR) SIGNED 'Jdtt. ~TE~3 - 0/ Description civU{}j~/ rh'rJ'0 f)-f;/)r /~^.CJ Construction Value b, 000. Permit Fee Plan Review Fee 00 fTl>:p T:.1Y. Total: .::::Jj,?O ju~,~ BUILDING DEPARTMENT USE ONLY Zoning Comments: Approval: Zoning: SIC Sq.Ft. Building Comments: Approval: Public Works ComlUents: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Companv: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This p"rmit was issued In accordance with the proVisions set forth in your application ;md is subject to the laws or' thoe Sl.lk of Colorado and to th<:: Zonin!; R<::~Jations and Building Code of Vvbeat Ridge. Colorado or any othoer applicable ordinances of the City C::) This permit shall expire if(A) the work authorized IS not commenced WIthin sixty (60) days lrom ISSUe date or (6) the bUlldin!; authorized is suspended or abandoned fora penod of 1:0 days. (3) If this permIt expiroes. a new poermit may be acquired lor ,1 fee of (Jne-halr' the amount normally required. provided no changes h,we be"n or will b" mad" in th" ongmal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspensIOn or ab;mdonm"nt exceeds one (1) year, full foees shall be p~id lor a new pennit (.:I.) No work 01 any manner shall be done that will change the natural flow of water causing a dramJge problem (j) Contractor shall notiry the BUIlding Inspector twenty_four (:4) hours In adv;mce lar all inspections and shall r<:celVe written ,1pproval on inspectIOn ca.rd before proceedmg WIth successlvoe phases ofth<: Job (6) The issuance of a permit or the approval of drawings and specilications shall not be construed to be a p<::rmlt for. nor ,In approval of. ,1ny violation of the prOVisions of the building codes or my other ordinance. law. rule or regulation Chief Building Inspector FOR M OF ?-- o FAX PHONE 0 MOBILE MESSAGE SIGNED (PHONE CALL) TIME EXTENSION A.M. P.M. PHONED -9Jops. FORM 4003