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HomeMy WebLinkAbout10845 W. 32nd Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: `.+ Job Address: Permit Number: ° — > ❑ No one available for inspection: Re -Inspection required: (�p7s) No Z When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspection ector: DO NOT REMOVE THIS NOTICE e s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /1-11 F-1 Job Address: Za S w _J,?_ ^ Permit Number: �,�©Zp 3 11 ❑ No one available for inspection: Time jPM Re -Inspection required: Ye r No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. us4nspection Date: °7 ? ` Inspector: 51� DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge E -Res. A/C Replacement PERMIT - 202001379 202001379 ISSUED: 07/23/2020 10845 W 32nd Ave EXPIRES: 07/23/2021 New install of 4 ton, 12 seer A/C on ground. *** CONTACTS *** OWNER (303)881_-1996 RADIGAN THOMAS SUB (303)407-7967 STEPHEN LANYON 017835 BLUE SKY PLUMBING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,752.00 FEES Total Valuation 0.00 Use Tax 120.79 Permit Fee 140.90 ** TOTAL ** 261.69 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Smoke alarms shall comply with 2012 IRC Section 134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES City ®f Wheat Ridge E -Res. A/C Replacement PERMIT - 202001379 PERMIT NO: 202001379 ISSUED: 07/23/2020 JOB ADDRESS: 10845 W 32nd Ave EXPIRES: 07/23/2021 JOB DESCRIPTION: New install of 4 ton, 12 seer A/C on ground. 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 ermrt. I further attest that I am le ally authorized to include al I entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (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 originalpennit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 Di pectis ns and sha not proceed or conceal work without written approval of such work from the Building and Inspection Services 6. T e ua e or gr ng of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any icabl deo ce 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. Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Thursday, July 23, 2020 1:27 PM To: CommDev Permits Subject: Online Form Submittal: Residential Window/Door Replacement Permit Application Categories: Dina Residential Window/Door Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** 3839 Reed St John Funerburg 720-250-6885 Field not completed. Funerburg cc form.pdf CONTRACTOR INFORMATION 1 Contractor Business Home Depot USA Name Contractor's License 170102 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 801-710-2507 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address jamie@reedysetgo.com Retype Contractor Email jamie@reedysetgo.com Address DESCRIPTION OF WORK Number of window 46 and/or doors being replaced Location of 13 living room, 10 bedroom, 7 bathroom, 1 dining room, 15 window(s)/door(s) being kitchen replaced (for example, master bedroom, kitchen, bathroom, etc): What is the a -value of the Wheat Ridge window(s)/door(s)? City of Wheat Ridge requires the u -value to be .32 or better on windows.. Attach copy of Funerburg specs.pdf window/door cut sheets showing sizes and u -value Project Value (contract 32235 value or cost of ALL materials and labor) 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 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 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. Person Applying for Jamie Reed Permit Email not displaying correctly? View it in your browser. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge E -Res. A/C Replacement PERMIT - 202001379 202001379 ISSUED: 07/23/2020 10845 W 32nd Ave EXPIRES: 07/23/2021 New install of 4 ton, 12 seer A/C on ground. *** CONTACTS *** OWNER (303)881-1996 RADIGAN THOMAS SUB (303)407-7967 STEPHEN LANYON 017835 BLUE SKY PLUMBING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,752.00 FEES Total Valuation 0.00 Use Tax 120.79 Permit Fee 140.90 ** TOTAL ** 261.69 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Smoke alarms shall comply with 2012 IRC Section 134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES City of Wheat Ridge E -Res. A/C Replacement PERMIT - 202001379 PERMIT NO: 202001379 ISSUED: 07/23/2020 JOB ADDRESS: 10845 W 32nd Ave EXPIRES: 07/23/2021 JOB DESCRIPTION: New install of 4 ton, 12 seer A/C on ground. I, by my signature, do hereby at 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 �er e legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thismit.Ifurtherattesthat I am legallyauthorized to include alperrmed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit 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 originalpennit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 gra g of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap ble code or aimiordinance 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. 0 Cit »/+ Ridne -` 231-8��fU008 //zx/Z028 O8�1 — ��U2JU7? 8PSP 1y845 W J2nd Av» *�UUNT APPL'n[R�T) NU" 2o2OO)�7v ��1'69 r� / �71O — AMOUNT �UTH CODE: ?85Oyy�? ?61.69 __ Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Thursday, July 23, 2020 7:39 AM To: CommDev Permits Subject: Online Form Submittal: Air Conditioner/Evaporative Cooler Permit Application Categories: Dina Air Conditioner/Evaporative Cooler Permit Application This application is exclusively for AIR CONDITIONER OR EVAPORATIVE COOLER. YOU MUST ATTACH THE ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is this a new install or replacement for an existing AC unit? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** New Unit Installation 10845 W 32nd Ave Tom Radigan 303-881-1996 Radigantom@gmail.com scan0003.pdf CONTRACTOR INFORMATION Contractor Business Blue Sky Plumbing & Heating Name Contractor's License 017835 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-407-7967 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address randyp@blueskyplumbing.com Retype Contractor Email Address DESCRIPTION OF WORK What type of replacement unit are you installing? How many tons is the unit? For AC - what is the SEER? For Evaporative Coolers, what is the CFMs? Where is the unit located (for example, rooftop, backyard on ground etc)? randyp@blueskyplumbing.com Air Conditioner 4 13 ground Is electrical needed for re- No hook? Project Value (contract 5752.00 value or cost of ALL materials and labor) 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. z 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 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. Person Applying for Jesse Lanyon Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge Res. Miscellaneous PERMIT - 101277 {r PERMIT NO: 101277 ISSUED:' 05/18/2010 a JOB ADDRESS:: 10845 W 32ND AVE !. EXPIRES.: 11/14/2010 DESCRIPTION:; 4,000 sq ft stucco repair and replacement * ** CONTACTS * ** a�. owner 303/881 -1996 Tom: Radigan -'sub 303/668-4650 DAVID NEB 07 -0205 NORTHLAND CONSRUCTION it Fee 1 Valuation Pax DTAL * *' a City of v w heat" C Date: COMMUNITY DEVELOPMENT Plan # Building & Inspection Services Division Permit # �2 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 �J Building Permit Application Property Address; �� q4-5 �J J •tc� /Tv L Property Owner (please print): tytGQ Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: N d C A 64 a m s� r (jc. C 4 0 Contractors City License #: f7 7 - 02L5 Phone: 3o 3 6 (./ $ - 44 Sub;Contractors Electrical: Plumbing: Mechanical: City License # City License # City License # Desrtptton ofiwork 5 1 Contract Value: c� Pei r S �eP�`L-to h� $ 2Z roo7o Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. l %� $ 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 compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal . owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AOTHOR7 E TATIVE) of (OWNE / R) (CONTRACTOR.)^ ../ PRINT NAME: L)0-0 �. t]-C� SIGNATURE: `� DATE: � �� ,DEPARTMENT"l1�SE,ONLY` f� �' «U ;,'� , :✓✓„ �� 'r �` h �I1J , �`>✓ �C. r61 f' v of ✓ r ,� s e `. �ZO G COMMEN7IS 3 r c � r ✓ v ✓fit" � � e ✓ �, i'� i'! i' � / T � r f ^. ��r Y / ✓ � � t ✓. � Jb 5 f. J T ' m:. � r' ✓ �. 1 n � t .� . � � ;^ .-�✓ , e' i a ,✓`" ' ci ' - �Reylewer � �, � t ti r .r r r %✓' .� � � i �� t ' � ice: � � ✓T'� /r 7 „cv >s ✓) ✓ '� r � K i .r s� �✓ a BUILDING DEP�RTMETJT CQMMEN�S" � �� .✓ *. � �r�s �`''`�� � �z 7t2 �''�� '' �� r ✓✓ n� z � -, sr ,�✓ ✓' rC x ,� m ✓ • r a RevieWe"r � h t � ✓✓ v �✓ %� � � ""✓ > �i3r e� � � ' � �y > ^ lu � � f . ✓ ) sir ; i PUBLICW013KS COw1ENTS �� s , ir:" i �' ✓ '� ✓� p" �'r-'' OGCUp�ANGY Revie engn ✓ �i� " a ✓ FIRE DEPARTMENT; ❑ approved w/ comments ❑disapproved CJ no review regriretl Bldg Valuation $ COMMUNITY DEVELOPMENT DEPARTMENT ` Building Permit Number : 18547 BUILDING iNSPECTION LINE -(303-234-5933) Date : 4/4/2005 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner. TOM RADIGAN Property Address : 10845W 32ND AVE Phone : 881-1996 Contractor License No. : Company: Phone: ` OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation $1,200.00 ` I hereby certify that the setback distances proposetl by this permit application are accurete, and Permit Fee $58.34 ' donotviolateapplicableprdinances;rulesorregulationsoftBe~CdyofWheatRidgeor covenants;~easementsoP restrictions of record; that all measurements shown, and allegations . PIBft ReuieW Fee $0.00 ' - made are accurate; thatJ have read.and agree to abide by all conditions printed on this apphcahon,.and that I assume full responsibility for co pliance with the Wheat Ridge Building Use Tax $21.60 ~ Code (I.B.CJ and all other applicable: Wheat Rid ina s, for work under this pe`rtn/i~;'~-/ : (OWNER)(CONTRACTOR)SIGNEDDATE_~Z%Y"/ : TOt81: $79.94 Use: ~ Description : 1NSTALL'6' PRIVACY FENCE ON SOUTH laND NORTH SIDES W/ GATE ON SOUTH SIDE BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : JH OK PER CASE WA-97-15T0 HAVE 6' FENCE'IN FRONT YARD ' ' Zoning : R-1 SETBACK ° PlBasE NOtC: s oyrgt j cmdractoris responsible for locating properry ' Approval : CR lines and constructing improvements according to the approved plan and required developmem standards. The Ciry is not responsible for inacwrate infomLaYion submitted within the plan set and any cor,cauction APProval errors resulting from inacGurate infon:,..f ion. ; Occupancy Walls : Roof : Stories : Residential Units : i Electrical License No : Plumbing-License No : Mechanical License No : Company : Company: Company': Expiration Date : ExpirationDate : Expiration Date Approval : Approval : Approval : (7) TPos permitwasissued in accordance wdh the;provisions set foAh in yopur apptication and is subject to ihelaws of the State of Colorado and to the Ztlning Regulations and~$uilding Code of Wheat Ridge, Coloretlo or any other applicable ordinances of the City. .i ~(2) -This pertnit shall~expire if (A)1he work authonzed is not commenced wdhin sizty (60) days frpm issue date or (B) the budding authonzed issuspended or abandonedfora~periodof180days. (3) If this permit expires a new permit may be acquired for a fee of one half theamount nortnally required, provitled no changes have been or will be made in the :~-original plans antl specificationsand anysuspenson or:atiandonmen[ has not exceedetl one(1) year:. If changes are made or if suspension or abandonmenl ~f ezceeds one (1) year, full fees.shall be paid for a new pertnit.::~ . (4) Nowortcofanymannershallbedonethatwillchangethenaturalflowofvratercausingadrainageproblem:. , (5) Contrador shall noti e eutltli~ ec . four (24) hours in advance for all inspections and shall recerve written approval on mspection card before proceediing ' ssiv asesofthe'o (6) The iss ce ' r th pr rawings and specifcations shall not be consirued to be a pertnit for, nor an approval of, any violation of the ~ provi c er ordinance, law, rule or regulation. - Chief Building Inspector Please sign Terms and Conditions on reverse side of page. 151 COMMUNI7Y DEVELOPMENT DEPARTMENT Suilding Permit Number: of""{~Ty BUILDINGINSPEC710NLINE-303234-5933 Date: CITY OF WHEAT RIDGE ° 7500 WEST 29TH AYENUE WHEAT RIDGE, CO 80033 - (303-2352855) APPLICATIOIV Propercy Owner: J~'~ ~ n Property Address: /U~~ a ~ Phone: ,3 C 3- SI ~I - l 9/~ ~~s ~ Essr A ~a Conuacwr License No.: ~&f, ~JO ~p o,3~ Company: S%e,L / Phone: ~~e OWNER/CON7RACTOR SIGNAiURE OF UNDERSTANDING AND AGREEMENT I hereby certify that Ihe setback distances proposed by this permit applicatim are accurate, and do not vblate applicable or0irences, rules or regWaGons of the CRy of Wheat Ridge or covenants, easements or restrictions oi record: [hat all measurements sham, and allegatiore made are accurate: that I have read and agree to abide by ail condRions printea on this application and tha[ I assume tull responsibility tor compliance with the Wheat Ridge 8uilding Code (U.B.C) and all other appicable NTeat Ritlge Ordinance~4or work unAer this pertnit. (OW NEfi)ICOMRAGTORJ: Construction Value:$ /aoo = Permit Fee:$ Plan Review Fee:$ Use Tax-$ TOt3l:$ Description: /NS%~CG a.5 0C." evoQ iti S-zz, e-r ~~T/~ ~~~o., ~P~Tf✓~f.h ~ sy. Ft aaaea BUII,DING DEPARTMENT USE ONLY JiL: Jq.ru: COMMENTS: ~ ~ ApprovaLJ H a~- ~prr cd Se W,~ - 9"j fo kowe {P G vt u zoning:R,I iI tr~~ 7ur•k feNhae~ G COMMENT5 . Approval: WORKS COMMENTS: P.pProval: ancv: Walis: Roof: Stories: ResidenGal Units: ElecUicai License No: Pfumbing License No: Mechanical License No: Company: Company: Company: Expird6on Date: ExpiraGon Date: Expiration Date: P,pproval: ApProval: AWProval: (1) This perrnit was issued in accordance wiUi the provisiore set forth in yaa applicatim and is wyed to the laws oi the Slate oi Colorado and to the Zoning Regulatiore and BLrildrg Codes of Wheat Ridge, Colorado or any otherapplicabie ordinances of tAe City. (2) This pertnit shall expire if (A) the work auttiorized is not comrnenced within sixty (60) days h«n issue date or (B) the builAing authq¢ed is suspended or ebandoned for a period of 120 days. - (3) Iithis pertrN expires, a new, peimH may be acquired fa a tee of onm-hal( the amount nortnally required, proviGed no changes have been or will be made in the original plans and specifications and any suspension or abantlonmerd has not ezceaded one (1)Year. If changes heve been or itsuspefuim or abandonmerd exceeds one (7) Year, fuil (ees shail be paid (wa new permit- (4) No work oi any mareier shall be dorre ttiat will change the naturai flow of waAer causing a drainege problam. (5) CoMractor sfiall notiry ttie Building inspadw iwenty-four (24) hoias in advance tor all insped'wns and shall receive wriiten appmval on irepec[ion qrd betore Proceeding wdh successive Phases oF tlie job. (6) The issuance of a pertnit a the approval of ngs and specificaUons shall rwt be construetl to be a perrrvt (a, nor an . apploval oi, apy vwl =o~i ~ilding codes or any other ordinance, law. ruie or regulation. l . /J~/~ o f~ fG/ ' - - ~ _ K/ _ fG/ ~ \ . ~ ~ ! /J~ ~ .!G/ f I ~ -~R J.k 1 C _ ~ ~ ~ i i ~ ~ ~ ~ 2 C i ~ i i . i i i ~ i ~ PA't10 , ~ I ~ ~y ~ r c~ / r 1~ ~ ~ , ~ Ra'~a k 7 tltl / ~ ~/\~V~I7 `{~.A' i ` I' w" ~ i ~ ~ r+' , ( /C ~ ~ C'r,~-~ ; ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 X ~ ~ ~ ( ~ _ i ~ ~ I ~ ~ - ~ ~ ~-------------~i i I " ~ , i " ~ ~ ~ I I I m.4• x n~.v ~ ~ I I 9'twtru,~newc ~ ~i ~ - l - li ~ I I ~ L_~__.~..___~~ / ~ ~ ~ i`/ ,~~j ~ I / I 7RAY GLG ~ ~ ~ ~ / / ~ j ~ ~ I I twEaFew~~, i ~ ~ ~ vau~t,~DV. 1 I I 1~ I I I~ I I ~ ~ ~ I ~ I I . i . 8 u4NHT~ ~ ~ ~ ( ~ I ~ ~ ~ ~~•a x r~-e. i I : ~r-o~ x n~•s~ ~ ~ nw, vaiu.rm~ ~ I ~ ~ 1 I 1 9'C~uicaw. r__ " i~ I i ~ I ~ ~ ~ " ~i Z ~ i ~ I~ i ~ p~~ ~ I ~ ~ 9-1_I f ~ I i o•a x e~s~ ~ 9' G.GRHk ~ I ~ ~ , I ' URIY~UJAY I ~ ~ ~ I ~ ~ i ~ ~ ~ N 1 ~ ~ ~ - c~l I L__ L__ ~ ~ I ~Jf _ 1 i :w ~ i ~ i i I I l ~ ; I ! i ~ I ~ ~ I ~ . , ~ ~ CI I ~ RCJ~~ pRIV - - ~l~A'~ i ~ T ~ / _ _ , - ' / ~ r ~r. .~.w. ~ .~..r ~ ~ + . _ _J''._. ' _ _ _ ~_i ~ . ~ ~ ~ / . . _ - _ _ ~ I . . , r ~ I i ~ _ _ ! ~ ~ ~ , , . ~ ~ ~ ~ ; ~ ~ I , ' ' l.I.! ~ { j I I ~ i - ~ ~ , ; ~ , I ~ ~ ! ~I ~ ~ ~ ~ i ~ , i ~ ~ ~ ~ . ~ ~ / ; ~ ~ ~~i ~ ~ ~ ~ ~ i 1! ~ ~ ~ i ! i ~ / i ~ , o ~ ' ~ i ~ ~ ~ ~ i w - - W ~ ~ i I ~ ~ - - f / ' 1 I i: ~ ~ _ ~ / - - i ~ ~ ~ ~ _ f f ~ ~ ~ ~ ~ _ 0 i ~ i : @ ~ i u~ ~ _ ~ ~ G Nv ~ ~~I ~ ~ I ~'j i Im ~ _ ~ tt ~ ~ b~ ~ ~ L.~C1~J ~ f ~ / i ~ ~ i I tp E ~ / i I / ~ , ~ ~ ' I I ~ j . N z✓~ r I~ I;x) I ~ - ~ / % ~ ~ ~ ' ~ , i ~ ~ , ~ ~ ~ / / I ' ; T ~,k,. . / ~ ! / ~ ! ~ ~ ~ ~ ~ ! ~ ~ ~ I ~ i ; ! ~ ~ ~ ~ ~ ~ ~ I I ~ ~ ~ 1 ~ ~ - ~ ~ ~ .~+r~ ~ i ~ , ~ ~ , f ~ i ~ ~ ~ ~ w ~ ~ ~ ~ ~ ~ I ~ ~ ~ ' i . ~ / ~ / / 1 I ~ ~ ~ / / i/ % , _ _ 7/~ / i ~ ! ~ , ~ / / ~ ~ j/I I ~ : ~ ' I ~ I I ~N , _ _ _ _ _ J ; ~ i I ~ ' f ! ~ I i ~ s ~r~ i ~ , i ~ r~ mm•~9~m5° w ~ ~ i , ~ 3am ' ~ ~ i ~XIS7ING Si~+ARED DRIYE ~ ~ - - - _ _ _ N 00'19'05" W I , _ _ - ~ h . i _ - _ _ _ _ > _ _ ' , ; ~ I i ~ . / ~ i i ~ , t & DRAINAGE , I 61TE PLAN ! !i i s MAIN LEVEL 10/25/99 KE'*~ FL AN ILi N1"5 . , WHEAT RIDGE, CO 8021 5-671 3 (303) 2345900 City Admin. Fax # 234-5924 DATE: TO: FROM: ,U1iJL(."1': Police Dept Fax # 235-2949 June 12, 2001 Accounting Department Director of Planning & Development FINALESCROW 12EFUND/RELEASE Reimbursement requested for final escrow funds being held for: 10845 W.32nd Ave. The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Business of Finance Inc. / Tom Radigan Address: 10845 W. 32nd Ave. Wheat Ridge, CO 80033 Amount to be refunded: $ 8000.00 FECYCLED PFPER Alan White Director of Planning and Development rna crry or G1Vheat GRidge P.O. BOX 638 WHEAT RIDGE, COLORADO 80033 MEMORANDUM TO FILE ♦ I Z Bv PAGE iOP PILENO.: Y 0 O PFOJECT - EETING ~ S K9 ~ CLOT ~ O7ElEM10NF suwecr ATTENOANGENIiT~. l O M ~Df b~r.~ T J~v D 1 t-p E~ NOTES FOLLOW UP ACTION '.ooO~ti : -Y~ o~'. ~'T1F • ~9~4An~ ~ ~V vtD dr~b T*,~kk2DiJ~ ar,tc~ G..o. ~oK I..or ~ Q rzev6~ M'peo~ Giugv'V's,oV. r ItFarz,.+En +E /_Ftar ~SSusatcA o I~G~ G.D. F~ t}E ~LDDZF~iS Gi17ea ~+'r~joVB lkg Decrtil ~~y£ 1 'rGJAS vrti " INATbiL M '(-FtS ~it.{B NrSioJ a*v 72, $a ~J(CE'SSP.O g z t in7 :f~E aZ. vrj lN-E ~ i %~f'/S d5 dW S UE C~G~L LVL. ~7~{ ~i« EOw~'"'~> . J~ EM~~ ~ D~LT 1 ~riYfWU.~o El£ Ci TEM ~bfs1'r la C~~I~ Sib,✓f.D T Z7 D 4.~,V( 1r4 ~k ME.aWcI-~R-S LJDe~~qG ~ licl 3 TJ . (1^'D A""rc• b,L I~ ~'o2wt ~Z >i8 I,Jour-;) Ise A Nt~ vwfw' o(arro,~ ~jut' sf~ t-Ywl.oua'(' I.t).q-"(F~fL ltla~~ 0ouLD ~weD M-T7rlS '511ByJV151o~/ LS Lj jkdowAl, "(-RE 4Xbg-im ~ GJ o ')tz S -It~M ~ir('fi L-ESEC Ci~ l > / • l"'~- ~+S ~ 5~m✓ ltTn.r/ ~ ~~t,( (b APyfL, ~a~4~rE DS , ~ Tikt cs s 4,,>,a ,-N-F-- ~rroz~ CmK5T2u.crLo4 ? -T-vw-A em9 o E~?Zn~ !o - op i1- ~ ~Z~Z 4 = o ~ a ~ D N i £ o ~ O L ~ 1 N , ~ ~ ~ w N -O ~ C ~ N n' N p~ Q C ~ O N D Qj ~m ^ L N ~ '+~I L O~ UJ ~"'1 D G U W N LS Y Q U O O L ~ U ~ N N N ' ' Ll?~ o O o d c F" jN o~~ r o W O ~ =m~ a~3fl 3 ~ N y T > W LL'~iD p ~E E.~I ~ o O a F N u c O ~ ~ ° a p n ~ L uo ~ N C ~ O aD d d V N V- p, O V Q ~ 00 O ~ D N c o Q j U ~ > ~ D fl C D ~ Z N ~ E a~ a N ~ ~ ~ U C Q 7 V O aD U c ~d ~ LL 4- 0 N O Z S F- a 7 ~ O Cc O ~ J O < W O ~ a ~ z Q z O U C o ~ a 0 ~ `o m ~ v U w m G U a C o` J L o~ 4 N rn av W ~ m ~ v m c t~ c ~ - o m a a ~U a = ~ o N T d U m C N p_ V ~ O U Z Q o` m a = 'a m m U `o ~ E Q m L 0 N ~ R ~ LL Autumn Gold Landscapes, Inc. 4310 Youngfield St. Wheatridge, CO 80033 303-467-9619:Office 303-467-0795:Fax I Name/Address I Tom Radigan 10845 W. 32nd St. Wheatridge, CO 80033 QTY DESCRIPTION Balance of Landscape Work 3,900 Sq.Ft. Sod w/soil prep 3,400 Sq.Ft. Rock Work o/fabric 800 Sq.Ft. Seeding w/soil prep 340 L.F. Edging 60 L.F. Edging on north side 1 6' Pine 4 1 1/Z" Aspen il #5 Shrubs Note: a three foot wide strip of rock is speced on north side to avoid having native grass against the foundation. Contract Date 1Z/14/2000 TOTAL 0.00 2,900.00 2,900.00 400.00 610.00 110.00 300.00 360.00 420.00 3 6 3 gtd.\ lQqb BUSINESS- OF EINANCE; _INC -PH.303-423,6198 FAX-303=423-03721 ' -P. 0.. BOX 18044 ~ - BOULDER. CQ ~-80308. PAY - ` -F.O T.He..~ . ~ ~ n ' 7832 ' . . ~ 82-167/1070 - oATE / DOLLARSBM-St : ..'~~BAwxerioaeewrroxm . . 29 HOUR BANKING (M) 237-Ei 000~ . FoR =l G.~;;~~ - -i000783'cii'- 4 107001672423i503Li8411~ TOTAL $s,ooo.oo w u 0 ❑ z 0 H F a 0 F W ~ w W a ~ ~ 3 O . ai U y W v M O O co O ro ro o ~ a 0 u -P ro co . ~ ~ rn wOa O W >1 . ~ -P 0 x U R. 3 0 cn a a a a 0 A ol 0 0 O ~ ~ r. -P 3 ~ 3 O H ~ U ~ C ~ •1-i ro ~ x ~ A Vi o w ~ O E ~ N r`~ x m F - a a 0 -P a 0 ai ro a 4-) cd a) ~ 3 W O 4J .H U ~ h1 ~ o ~y O ro ~ w -P a) r4 a C E U ~ N u N W N ~ -P C ~ o -P a > ~ o o N a x E ~ •.i b 0 ~ ~ C ~ .i x w m a 10 ro ~ c a~ ro U N ro ~ ~ . 4~ ~ c 7 ~ ~ V 2 x -P x 4~ 3 C .1. ~ ~ ~ ro ~ C p ro O 0) ~4 ~ Q' O ~ 0 ' ~ 0 En rn ,j a > ro ,C-~ 4 -P ` N p' N 4~ E N a Q v 4~ 'J ~ .C w -P 0 0 .-i N ~ \ U N N >1 A N 7 O . o m ~ a -P ~ o ~ aroi o 3 ~ U ~ C w J N 44 b) ' O C ro Z D+ W 0 44 ro U 0 $4 47 73 N ~J N U O 3 ~ \ E W 44 0 N Q C N -P - -V -P A ~ m +P N Y p U G ° ' ° , s . c a m - > -P E o 0 -P .c 41 G (tl o P ,c ° ~ 44 ~ 4' 1 . e m m a ro +J o ~ ~ ~ 0.. ~ w r-i ro A N UI -N . N N R1 O N ri C a ~ E (0 a) 3 N us -P .C > O ro w ul o ~ ~ m H ro a c a N a) w a bl C. Ll -N N 0 3 C -P m 4-' a ° :0 °i N ' 7 U W N Ul ° w ro a Ca d ~ ro ~ ~ 41 a~ o vro, e 0 'J U O O • O ro N N W N O E N ' C Ul , 'O N ta •.i -.i ~ 134 U N 4-) 4-3 C] -P ro • 3 ~ 0 ro o ~ 4 0 O O - C b) A a ~ `tl ~ ~ v 44 p 44 U O C R O N 'b + ~ , a a) ~ a i ~ ~ ~ o ro ~ ~ m ~ m a 0 E N 4 N N ~ b~ 0 ~ ~ 4J U 'O .q 'O ° ~ ~ o - v u + + o m ~ 0 N U li O O ro a F U C1 3 4~ F .-i N a~ a O ~ N ~ ~ A ~ ro d N a x N ~ ro L 1 0 U ~ •U ~ w O ~ ~ ro ~ N .C -P. -P ~ x 41 ro C ro W L4 O Ca z 0 H E a 0 E z w £ w w x ~ ~ 3 O a U cn W ~ N i Ca W E a w U U ~ i N b~ 27 a ~ ro a~ ~ 3 w 0 >1 4J U I 4-) q N E -P w m a ~ A 4J C N E a 0 ~ N > ~ Ca (Z w 0 u 0 -P U N N O w C i0 , .H ,41 a O 1 x a N W L~ N A E 7 z ~ C O x a N N ~ N b 'D Q I~ C 3 -0 \ N ~ a 0 ~ a) > N C~ ~ N 0 -P U ro N 4J C O v Li . \ E 7 z O ~ 4 C%a N N ~ ti ro ~ 4 ~ C -P O C ~ N N "0 0 ?1 N . N a U N x e N 4 4-) -P A A ro ro u c (1) N N o. w ar E N , O U N bl 'O N H tn N a ro l1 ~ N Yi ~ ~ w o cn w o (1) U O N-I -P •.i «7 C -P >1 U ~ N a ~ U C m ~ .C +J U ro a U o w O C O a ~4 w m m x 5° ~ U w +J ^ %0 ~ I c + U ro 7 x ul 4~~i ro N ~ + O R k ' E E E V ~ ~ Date: ZZe ~ l` _zop() A Certificate of Occupancy or Completion has been requested for: ADDRESS: Purpose of Structure: 2/=/z Building Department Remazks: Zoning ApprovaL uz~n4xip:,y ¢~'cruw --o Remazks: Public Works Approval. Remarks: Fire Mazshall Approval: (If Applicable) Remarks: Sanitation District Appr, (If Applicable) Remarks: Water District Approval (If Applicable) Remazks: \ / C ~ Z ~ 0 O Z ~oo Ncm n'Gm D ~ ~ ~ m o via ~-c = N .j ~mr, na m m ~ a rn O mn ~ ~D b -n 3 N x 7 v_ 3 r m ~ m ~ m ~o v 5 -n 3 7 ~ S2 0 ~ Q° Ro f] m l~ v N p' ~ U3 > > co ~ m ID m ~ CD - v (0 o co =3 ~ :3 :3 a ~ ~ • ` ~ 4 ~ 0 ~ ~ . ~ 4N ~ N O m H m y 9 n a oa ~ ~y m ~ ~ ` o D C ~ N x ~ w . N cc ~ Ro ~ ~ m 0 m 0 m m N 0 O Z o, 17, o v ~ ~ o m c z @ 6 r R O < m . 2 ~ W Z U) 5 z v 0 c m Z 0 0 Z 0 :13 ~ c 1 r O < m 2 Cl) co m m z ~ ~ z m v * ~ ~ o w ~ y o O ~ 3 p (D n ~ -0 . y o ~ ° ° z fl Cf) ( ~ 0 0 M. O ~ z ~ O U) Z -o n O ~ ~ ~ Cf) CO ~ z D r r v CO D ~ D n m m U) -o m ~ D Z Z ~ 0 ~ C- z o C0 07 v m 0 ~ m m n ~ ~ 0 ~ ~ 0 m ~ ~ r z ~ 0 ~ 0 ~ x > ~ ~ ~ 8 ~ ~ O ~ L v z o v a 0 c °n m ~ ~ z cn m rn n ~ ~ 0 z (i7 O m~ ~ ~rn m~ Z~ C ~ m v rn ~ ~ 0 m o ~ N ~ " I'TI r o o o O wm > m w v ~ v~o ~ LZI , w W O U) 0 rn ~ ~ v 0 m ~ n 0 z Cl) ~ \ / v_ ~z o `D 'I N ~ ~ r v Z = m, mC cv m vc Z Z 0 r, N N =1 N m City of Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, CO 80215 (303) 235-2855 Bob- (303) 235-2850 Darin- (303) 235-2853 It has been brought to our attention that the property at may be in need of the following: ❑ Fence or wall permit ❑ Roofing or Siding permit ❑ Deck permit XSprinkier permit ❑ Shed permit ❑ 5ign permot ❑ Driveway or walk way permit ❑ faccavation permit ❑ Demolition permit ❑ Interior/fxterior Remodel permit ❑ Detached/Attached Garage permit ❑ Addot6on to resialence permit ❑ ❑ Please cali or stop by City f'lall within 7 days for information. Thank you. City of Wheat Ridge Building Inspector . Date City of Wheat Ridge Buiiding Department 7500 W. 29th Ave. Wheat ILidge, CO 80215 (303) 235-2855 Bob- (303) 235-2850 _ Darin- (303) 235-2853 It has been brought to our attention that the property at ZO `j5- /,J 3P`'-01-Ati12~ may be in need of the following: ❑ Fence or wail permit ❑ Roofing or Siding permit ❑ Deck permit 4 Sprinkler permit ❑ Shed permit ❑ 5ign permit ❑ Driveway or walk way permit ❑ faccavation permit ❑ Demolition permit ❑ Interior/Exterior Remodel permit ❑ Detached/Attached Garage permit ❑ Addition to residence permit ❑ ❑ Please cali or stop by City 1'lall within 7 days for information. Thank you. City of Wheat Ridge Building Inspector Date ,10/24 /00 1206P UNCC . Page 2 WHTROI 00004 UNCC 10/24/00 12:07 PM 0576596 NORMAL GRIO Ticket Nbr: 0576596 Original Call Oate: 10/24/00 Time: 11:11 AM Op: RRH Requested For Oate: 10126100 Time: 11:15 AM Hrs Notice: 048 Meet: N State: CO County: JEFFERSON City: WHEAT RIOGE Addr: 10845 Street: 32N0 AVE W Grids: 03S069W28*• . . . Legal: C Type of Work: SPRINKLER/LANOSCAPE Exp.: N Location: LOC ENTIRE LOT ACCESS OPEN ***PAINT ANO FLAG, LEAVE SKETCH Company : AUTUMN GOLO LANDSCAPES Caller : DEBBIE HOVERMAN Phone: (303)467-9619 Done for: H/0 Members :ATT007 :ATTD08 :COOT06 :IGNORI :LKWDOI :NLSNOI :PC0007 Members :PC0008 :USW007 :USW008 :WHTR01 Page 1 of 2 X-Sender: mikeg@ci.wheatridge.co.us (Unverified) X-Mailer: QUALCOMM Windows Eudora Pro Version 4.0 Date: Tue, 21 Nov 2000 20:58:06 -0700 To: darinm@ci.wheatridge.co.us From: Michael Garcia <mikeg@ci.wheatridge.co.us> Subject: Fwd: 10845 W. 32nd Avenue >From: afries@officescapes.com (Allan Fries) >To: <mikeg@ci.wheatridge.co.us> >Subject: 10845 W. 32nd Avenue >Date: Thu, 16 Nov 2000 18:23:06 -0700 >X-Mailer: Microsoft Outlook 8.5, Build 4.71.2173.0 >Importance: High > >Mr. Garcia, > >I have spoken to you several times regarding Tom Radigan and the >construction of his new house directly south of my house at 10845 W. 32nd >Avenue. As you may recall, we have had an ongoing surface water problem >between the three lots in our development (10845=Lot 3, 10855=Lot 2, and >10865=Lot U > >It is my understanding that the City of Wheat Ridge will be installing a >gravity drain on the NW corner of Lot #1 during the winter. You also >indicated that you could install a lateral to the retention pond located on >Lot 1. This is fantastic news and will definitely alleviate the surface >water from Lots 1 and 2. > >My question (or problem?) is what can be done by your department to help me >with the surface water and sump pump water from Tom Radigan's house on Lot >#3. > >When we last spoke; I had been told by Mr. Radigan that he was going to >submit to your office an engineered drawing of a pumping system to remove >the water from his property through a curb cut onto 32nd avenue, where it >would then run to the nearest storm drain. In witnessing actual >construction and talking with Dennis Wedingfeld, owner of Lot #1, Mr. >Radigan, again has changed his mind and denied responsibility for any of the >water problems we are witnessing. > >Mr. Wedingfeld is in the process of constructing a curb cut and has extended >the line from his retention structure on lot #1 across my lot and Lot 3 to >32nd Avenue. This is seen as a temporary measure until the City installs >the gravity drain this winter. Mr. Radigan has advised Mr. Wedingfeid that >he is not responsible for this work and will not assist in the cost. This >is fine, as Mr. Wedingfeld and I will split this cost. > >In case you were not aware, Mr. Radigan has final graded his lot in file://C:\WINDOWS\TEMP\eudA220.hhnl 11/21/00 Page 2 of 2 >anticipation of landscaping. Despite of his assurances that he would >properly address his sump pump water, the sump pump line merely exits his >basement approximately 3' below grade and terminates into the retention pond >located at the west side of his property. if this retention pond was never >full, this would not be a problem. Unfortunately, the pond is always full >and his sump water percolates to the surFace and runs across my property to >the retention pond located on Lot 1. This is a problem now, when there is >very little sump water and very little surface run off. If this "solution" >is passed as acceptable by your department, the back of my yard will >literally become a river during the spring, summer and fall as Lot #3 >surface AND sump water runs across my property. > >As a contractor myself, I just received a notice from the Wheat Ridge >Building Department indicating that final inspections and CO's would not be >issued until a sign off from Public Works and Planning and all landscaping, >and site drainage issues have been resolved. Wile I anticipate that Mr. >Radigan will attempt to circumvent the landscaping requirement with a bond, >I need to know from you is his proposed solution (of doing nothing except >emptying his sump into the already full retention pond) is acceptable to the >City. > >Is all that he needs is a letter from a Civil Engineer saying it is >"acceptable"? If this is the case, the City is merely shifting the burden >to and turning this into a civil matter between Mr. Radigan and me. I have >had an independent civil engineer review the situation and he is willing to >write a letter suggesting that the current situation may not be acceptable >and propose several remedies that could be made to better control, contain >or dispose of the surface water. Wouid a letter of this kind be acceptable >fodder for the City to force Mr. Radigan to come up with a more responsible >solution? >Is there anything the City can do to help me with this problem? Please call >me at your earliest convenience so we can discuss the City's planned actions >and my options in this matter. >Sincerely, >Alian Fries >10855 W.32nd Avenue >Wheat Ridge, CO 80033 >E-mail = afries@officescapes.com >Work Phone =303-307-3280 file://C:\WINDOWS\TEMP\eudA220.htm1 11/21/00 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job tocated at 1jFy_-5 C✓' __~o ~ I have this day inspected this structure and these premises and have found the foliowing violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date ~/L& inspector for Buliding Dept. DO NOT REMOVE THUS TAG FORM WR6-22 faro~.~nv( iy..r) A 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 10416 4/21 /00 Property Owner : Property Address : 10845 W 32ND AVE Contractor License No. : 20636 Company : Paul's Plumbing OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurete, 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 Wbeat Ridge ordinances, foy wo,c,k,under this permit. (OWNER)(CONTRACTOR) SIGNED U ~ v~AL.LG~~ DATEY-2/- Description : Plumbing of new home Phone : 668-4650 Phone : 239-8357 Construction Value : $4,500.00 Permit Fee : $111.25 Plan Review Fee : $0.00 Use Tax : $67.50 Total: $178.75 Use: Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company: 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 Coloredo and to fhe Zoning Regulalions and Buildin~ Code of Wheat Ritlge, Coloratlo or any other applicable ordinances of ihe City. (2) This permii shall expire if (A) [he work authonzed is not wmmencetl within sixty (60) days from issue date or (B)1he building au[horized is suspended or abantlonetl for a pefiotl of 120 daYs. - (3) IF ihis pertnit expires, a new permit may be acquired for a fee of onehalf the amount normally requiretl, provided no changes have been or will be made in the original plans and specifcations antl any suspension or abandonment has not exceetletl one (1) year. If changes are matle or if suspension or abandonment ezceeds one (1) year, full fees shall be paitl for a new permit. (4) NoworkofanymannershallbedonethatwillchangethenaturalFlOwofwatercausingadreinageproblem. (5) Contrector shall noGry the Building Inspectorhventy-four (24) hours in advance for all inspecUOns and shall receive written approval on inspec[ion card before proceediing ' successive hasesofihejob. (6) The issua ea p 't e approval of drewings antl speciFlCalions shall not be consWed to be a permi[ for, nor an approval of, any violation of the provisions of the in o other ordinance, law, rule or regulation. . ~ Chief Building ins ector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : l04 'Z ~'S BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIo N Property Owner : `Am Ag{ Property Address : fU 8 41 S~ W~11Phone :343-~~~- 4'15'07 Contractor License No. : Company : OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND Construction Value I hereby certify that the setback distances proposed by this permit appliwtion are accurate, and do not violate applicable ordinances, rules or reguiations of the City of Wheat Ridge or covenants, easements or restnctions 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 responsibiliry for eomplianee with the Wheat Ridge Building Cotle (U.B.C.) and all other applieable Wheat Ridge ordinances, fojyiork under this pertnit. (OWNER)(CONTR4CTOR)SIGNED a%JSU.L 4/yL41'.(i/ DATE ^ /-('D ` Use Description : G oni ~ ; :omLLa o ~ Approval: Zoning : Approval: Approval: SIC : Permit Fee : Use Tax : 421 Total : tA~ ~ I Occupancy : Walls : Roof: Stories : Residential'Units Electrical License No : Plumbing License No 7X;~g 3 Mechanical License No : Company : Company :Pj3uL ~Lu ~ G s n~~ Company : Expirafion Date : Expiration Date : ad d I Expiretion Date : Approval : Approval : Approval : (7) This permit was issueC in accortlance with the pmvisions set forth in yopur appliration and is suhject to the laws of the State ot ColoraCO anO to Ne:.oning RThis egulations antl Builtling CoEe of Nfieat Ritlge, Colo2do or any oNer applicable ordinances at Ne City. (Z) bantloned (a al a l expire if (A) the work auMonzed is not commencetl within sixry (60) days from issue tlate or (B) Ne builtling authonzed is suSpenEeC or Periotl ot 120 aays. (3) If this pertnit expires, a new permit may be acquiretl for a fee of one-half the amount nortnally requim0, provitleE no changes have Geen or will be matle in the original plans antl specificafions antl any suspension or ahantlonment has not exceeEetl one (1) year. If Uanges are matle or if suspension or abantlanment exceetls one (t) year,1u11(ees shall be paid for a new pertnit (4) No work ot any manner shall be tlone Nat will Change the naNral flow ot water Cdusing a d2inage pmblem. (5) ConVactor shall notiry the Builtlinq Inspector lwenry-Pour (24) hours in advance for all inspections and shall receive wriflen approval on inspetfion aM bekre Oroceetliing with successive Phases o( Ma lob. (6) The issuance of a pertnit or the approval of G2wings anE spetifiptions shall not be consWetl to he a pertnit for, nor an aOProval af, any violation of the provisions of the building cotles or any oMer ortlinance, law, rule or regulaUOn. veu~ Gr~•~ ~ BUILDING DEPARTMENT USE ONLY »i.r Phone : ~03 -oB23r'f-~~~7 Chief Building Inspector ~ - ~ - - - T - - ~ ~y I r- - - f~LJ ° ~ II ~ ~ ~ 9 ~ ~ ~ ~ ; I i ~i ; ~ ~ . 't r-~ ' ' ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ; ~ ~ I w ~ _ `Y ~ ~ ~ ~ ~ _ ~ ~Y V ~ ~Y ~Y ~L ~ ~Y - ~Y - - _ I I ~ in ~ - 0 ~-0i ~~0 y .y y ~ . I m ~l.~ ' _ ~ ~ ~ v~ ~ ~ v~ ~ ~ ~ a ~ ~l - v~ v ,v ~ ~ ~ ~ . ~ I . ~ , I ~ c~ r. ~ m ~ w _ Jk~ y ~ ~ ~ y ~ N m , ~ z ^ ~ ~ ~ 5 ~ ~ A~ z ~ i ~ I V~ ~L ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~L ~Y `L I I ~ y y ~ ~ ~L ~ ~ y ~ ~ ~ ~ ~ ~ i ~ ~ y ~y I ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ' ~ I ~ ~L ~ ~L ~ ~L ~L ~Y ~Y ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ I ~Y ~Y Vi ~Y t - I ~ ~1' `Y `L I ~Y y V~ ~ I ~ ~ y ~ ~ N 0fd'1905 W - J' ~L ~L ~L y ~Y ~1. ~y ~ ~ ~ ~ y ~ EXIS?li~s SF}ARED DRIVE 334.00 ~ ~ ~ ~ ~ - ~ I IV 00'19'05" W ~ ~ `y ~Y ~Y ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ ~G/ '~1~ ~Y ~L ~L ~ y y y y ~ y ~ y y y y y ~VI V~ ~ ~ ~ ~ ~ w ~ ~ ~ ~ y ~ ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ y ~ ~ ~ ~ y y y ~ ~L y y ~ y y y ~ ~ ~ ~ y ~ ~ E S~' RAf~.(NCx A1' 36" ,4~~ ~ ~ CE ~ ~ 1' P ,4N ~ ~ ~ ~ ~ ~ ~ - - - - NtS y ~ ~ BI,~.J_ - 5 R U ~ w INC~ ~ ~ ~ ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ ; ~ y ~ ~ y y y ~ ~ SP N5 Ot~: ,4~~ ROO~ Y~N~INCz ~ ~ ~ ~ ~4ND OT+~E~ PROJECl'IONS J~ y .y ~1, S~lA~~ ~~.AC~D ON °tN ~ ~ y ~ ~ ~ ~ , BAGK IW~S~') Slp~ 0~ ~'~►E t~ C ~ ~ y ~ y I~~~r. ~ II ~ 3 - ~ ~ y ~ ~ ~ y - ~ J~ ~ _ i~ ~V C~ IN P C~ NO T 5 :f . , ~4~.L LANDSCAP(NCz t0 8E Y ~RI~I~D ~OR SI~It~B~.l1`1' ~4ND PI~ANtINCx ~~11'Ol~~' B1' fi RO~~SS(ONA ~ PRIOR ~'0 . INS~'A~~aTION. 2. PROYID~ MINIMUM 0~ 1/4 P~R FT ~ { SLOP~ ~4T ~ P~RIM~~"~R OF R Sf E DENC~. ~ 3. ~4 LANDSGAPfNC~ SNALI~ B~ INS~',4~L~D ~RE~ ~ ~ROM DIS~ASES _ . . , P~S~S ~N~ UJE~DS. ~ 4. ~4~.~. ~,4Np5C,4PfNC~ SUPJECt t O CN,4NCz~5 PER S p L fi~E OIUN~RS p~CRE~'ION. CON~ ,4 R C~'OR ~'D PREPAR~ 1- PRE~(MIN~4fi~1' U ' ' B DC~ET ~OR OYER~L~ SCO 1/~ PE AS . SNOWN. i ~ 1 - - 1 N ~ C O~I f . ~ ~ ~ " a_. _ f ~ ~3 ~i ~ Q 0 _ _ _ - _ :~.~i - ~ ~ o ~ . , i ~ . ~ SO1~(D UJ~4J~ ~ ~ PL,4 N~'~D AR~,4 s C. . I~GI~~ DRlY~~U ~4Y. U ~ K ~ _ ~ a SfT D~~' : ~ ~ ~ O~" ~ ~4 . ~ 1~33~i 5~ , i 1„I ,41N o ~.~1~ ,4 ~ ,4: 23~8 5~ ~ 9 C~,4~,4 - _ ~ ~~,4. c~ 9~2 S~ U~~ - ~ L V ~ ~ ~ . L i~ ~4~ ~ 1 1~~~ S~ . ~~45~M : ~N~" 1 ~ ~2~ 5 ~ F } ~ 0~~4L ~ I . ~ L~ INC~ ~ ~0°~ ~ I . ~ N~ 32~~ 5~ . 1~R ~~5 ~ ~,U - _ ~~KS: 2823 5~ fi ~~°10: ~ g3 S~ 0~ ~ COI~~~°~',4 ~D: ~ O3 5~1 S~ ~ ~ X ~ ~"0~"~4 . ~ ~ ~'O . ~ 8~ ~,4N DSC~4 . ~~p ~f 5~ ~,nr-~ I ~ - ~ - NAT(V - E C~,~ 65E5 (5 EED) 070 5F - ~_~_~_~__7id~ g . ~--E X 5 FLANTING; AfRE,45 G ~ . ~ 3-I8 5F TOT AL . o i~LANTE~- 5~25 ~ 5F (o ~ 80i) , 0 1415 5F (~o . 2~ ) 51T P AN ~~32 SCA~~:1/8"=1'-~" ~ - o I II - ~ ~~g~ ~ - ---___-,I - ~ ~ ~ . i I ( ~ y ~ y y ~ ~ ~ y ~ ~ y ~ ~ I ~ ~ y ~ y ~ ~ ~ y y ~ y i ~ ~ ~ / j ~ _ ~ ~ ~ y ~ ~ ~ y ~ ~ ~ ~ ~ ~ ~ 'Q ' , 0 ~B 5i ~ I , ~ , ~ ~ ~ ~ ~ ~ y ~ y ~ y ~ ~ ~ ~ !u - I ~ "v I ~ ~ lk~ o~ v ~ m 1 v ~ ~ ~p ,n r- , ~ - z ~L ~L ~L ~ ~V ~V ~L y y ~L ~L Ji ~Y ~L ~L e ~ i cv ~ ~ Z ~ ~L ~Y ~Y ~V ~ ~Y ~L y W ~Y ~L y y ~L ~L ~ ( ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ __iPl~' ~ I ~ ; I ~ ~ ( , i ~ ~ ~ y ~ ~ ~ ~ ~ ~ ~ y ~ ~ y y I I ~ ~~p , ~ ~ - ~ I ~Y ~Y ~L ~Y ~L ~Y ~Y ~L ~Y ~Y . ~L ~L ~L ~L ~Y ~Y ~L i I ~ ~ Y _ ~ I~ - - - ~ ~ ~ ~ ~ i ( ~ y ~ y y y ~ y ~ ~ y ~ ~ ~ y ~ y N fd0'19'05" W - -i y ~ ~ y y y ~ ~ ~ y y y y y ~ y y i i~~a £XI3TIHCs SNARED DR1VE 334.00 2/~ ~ _ _ N 00°l9 05 W ~Y .y0 fL/ ~'SL/ I I ~L ~Y ~L ~Y ~Y ~L ~L ~ ~L ~Y ~Y y ~ ~Y ~L - - - - V I ~l ~ ~ ~ t~t l:i I\ ~Y ~L ~Y ~L ~L ~Y ~V ~Y J~ ~Y ~L ~L ~Y ~V ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ y ~ ~ ~ y ~ y y ~ ~ y y ~ y y y y ~ ~ ~ y ~~4~L~NC~ AI 3~~~ A~~ _ , ~~.5 I ~N~ ~~t.~~~ ~ ~Y ~L - r ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ y ~u.U- - 5 R l~ N1'S 4- E INC~ y y ~ y ~ ~ ~ r ~ ~ y y ~ ~ y ~ 1 ~ ~ ~ y ~ y ~ ~ ~ ~ y ~ y ~ SP NS ~ y y y ~ N0~'~: ~4~~ R00~ V~N~'INC~ ~ y ~ y y ~ ANp OtN~~2 PROJECTI0~15 SNA~~ ~3~ i~~AG~D ON TN~ ~~4CK ~~U~St~ ~ID~ 0~ 1'N~ ~ y y y y 23'_~~~ R00~. y ~ v~ ~ ~ ~ ~L y ~L ~Y ~L - - - - - ~r . a 3 ~ i ~ i, ~ ~ ~ f N NOT S N 5C~ C~ ~ D ~~r~ ~ 1. ,4L~ ~,4NDSCAPINC~ t0 B~ V~RI~IEp ~OR SUI~'~48~ • I 10 TO ANp PL~4N1'INC~ La~'Ol~~' S1' PRO~~SS ONA~. PR R r,~ ~rio~. iNS o a~ 2. PROVIDE MfNIMUM 0~ 1/4 P~R S~ PE ~ SI NC . PERIM~1"ER 0 R~ D~ E ~4 INC~ SI~A IN5T,4~~~D ~R~E . 3. ~4L1~ L~NDSG P LL BE A- ~ ~ u1 S. ~ROM p15~AS~5, P~S~S ,4ND ~~D SI~OP~ Z - ~~1~_ 4. ,4 ~NDSC~4PINCx SUBJECI' ~'0 CI~,4NC~E5 PER ~L ~ q ~ OUJN~RS DECR~~~ON. GON~'RAG1'OR ~'O ~'R~P R~ ~/4 / 5 ~ PRE~IMIN,4fi~1' BLlDC~ET FOR OV~RAL~. SCOP~ ~i SNOUJN. ~ ~ ~ . r. ~ ~ a - ~ ~ - ~ ~ ~ ~ , a . ~ o ~ ~ - ~ ~ ` . t ~ . ~ Q ~;r 0 ~ 0 9~ ~ ~ i. • Y so~.in ~u~ r~~~ ~ ~ ~~r~ ~D R~ . CI G ~V ~ ~.E pR E~UA ! ~ ;i- ~ I ~ ~ ~ ~ ~ ~ ~ ~ u 51T ~~',4: ~ D ~ a ~ ~ ~ 9 1~33~f O~ ~R~~: , ~ i . 23~~ 5~° c~ ~ M,41N ~ A~~~4• , 11 . g~2 ~ ~ C~A ~4~~ ,~1~E~~ ~ ~ 1~~~ V ~~EA: l~~~E~ L~ E~ ~ 0 142 ~ ~~r ~~~EM~NT: . . 32~~ fNC~ ~00~ fi ~IN~ ~0~~1~ ~U I 2 ~2 3 5~~ I Y S~ l,U~ iGS: ~ ~ ~ ~ 93 5°° fi~,4~ 10: ` I ~ ~ 3 C ~ ~ ~I I C~ , COUfRT'l'AfRED: t;)OI ~ ~ 0 5E L~4Np5G~4FED. ~ 1" 0 L ~ 43-f 7 5~ 50C~ - - ~ /04/00 X ~ : : . ~55ES (5EE1D) C) fR 1:V NATIV ~ 5r~ C~~ R2 a O2D~o 4DOa f=L~ ,4NTIN ,4 E~S 5~- , C~ fi~ r-:; LoT ~~2~ 5~ C8~°ra~ T0~°~~ ANTE~. . ~ ~ i m Q 11~1 r1 . 0 14 15 5F C20 fROG< 5 E DS ~ ; , S I 1' PAN ~ ~✓ro~~ 6CALE:11S"=1'-0" ~ , DF-PARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 5514 ' BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7/24/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 10845 32ND AV Contractor License No. : 19596 Company : Richard L. Winegar Phone : 423-0198 Phone : 741 3172 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy 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 recoqrde; that all easurements shown, and allegations made are accurate; that I have read and r e all conditions printed on this application, and that I assume full resp n tlity f~1omp ance with the Wheat Ridge Building Code (U.B.C.) and all other applicabl_ e~t Rj8 ordi nc9,l;;, for work under this permit. (OWNER)(CONTRACTOR) SIGNE / / DATE i Description : WEST & SOUTH PROPERTY LIN FENCE Construction Value : $7,000.00 Permit Fee : $125.50 Plan Review Fee : $0.00 Use Tax : $84.00 Total: $209.50 BUILDING DEPARTMENT USE ONLY ~ Approval : SM 7/18197 Zoning : R-1 Approval : PFE A ~`~"ktt~ Approval: Occupancy : Walls SIC : Sq. Ft. : 6' FENCE ALONG FRONT PROPERTY LINE IS APPROVED PER BOARD OF ADJUSTMENT CASE NO. WA-97-15 Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: IMM~.Fe0iPy"M (1) This permit was issued in accordance with the provisions set forih in yopur application and is subject [o the laws of the State of Colorado antl to the Zoning Regulations and Building Code of Wheat Ritlge, Colorado or any other applicabie ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days trom issue date or (B) the buiiding authorized is suspended or abandoned for a period of 120 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-ha{f the amouni normally required, provitletl no changes have been orwill be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone that will change the natural Flow of water causing a drainage problem. (5) Contrector shail notify the Building Inspector hvenTy-FOUr (24) hours in atlvance for all inspections and shall receive written approvai on inspection card before proceediing with successive phases of ihe job. (6) The issuance of a permi[ or the approval of drawings and specifications shall not be construetl to be a permit for, nor an approval of, any violation of the provisions of the build'ng copdes or any other ordinance, law, rule or regulation. ~4T' Chief {lding Inspector THI PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 ` CIT'( OF WHEAT RIDGE Date C~~~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: Toyy , l ~ J 4 23 - L C~Z S Property Address : loa~- U 32 Phone : Contractor License No. : CompanY :po.. v.l Phone :74 1-3! 7Z_ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : 100 1~ I hereby certify that the setback distances proposed by this permil application are accurate, P2fR1if Fe@ : and do not violate appliwble ordinances, rvles or regulations of the City of VJheal Ridge or covenants, easements or restriclions o( record; that all measurements shown, and allegalions Plan Review Fee : . made are acwrate; that I have read and agree to abide byall conditions printed on lhis application, and that I assume full responsi dity or ompliance Aith the Wheat Ridge 8uilding ~ . Use Tax : or fla c, tor work under this pertnd. Code (U,B.C.) and all other appliwble W t d (OWNER)(CONTRACTOR) SIGNED DATE-7~" Total : Description : CPCisSj N C_1~2A Cc BUILDING DEPARTMENT USE ONLY zoninryC_3irime~ts:l 7 f +g/9~- Approval: `D-YY+-- Zoning : JWW g-I BuflHing Go_-~nments~ Approvai : plilic3WbP _ ~ o_. en,-1 Approval : Occupancy : Walls : SIC : Sq. Ft. : G 1 3.2,,,,c.e. t aLla~ ~,,,,r,~- f- , 4 af~ecD fle,~ f?~aac Ca<AIe tJ o. I0e! • q* • )5 Roof : Stories : Residential Units : Electrical License No : Piumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approvai : Approval : Approval : ,RMUted~ 8PI'~R8"gQiP~ii~ ~ ~1~54RSQB1~t1~ ~ ~P,.la_T (i) 7his permil was Issued in accoidance with the provisions set lorth in yapur appliwtian antl Is sub'ecl to the Iaws o/ the State of Cobrado and to the Zoning RequlaUOns and Builtling Codeol VJheal Ridge, Colorado or any olher appliwble ortfinances ol ~e City. (2) This pertnil shall ezpire rt(A) the work authonzed is nol commenceE wilhin sixly (60) days fmm issue tlate or (8) the building aulhaized is suspenCed ar abandonetl for a penod o1720 days. (3) If lhis pertnil expires, a new pertnil may be acquired br a fee of one-hall the amounl nortnalty required, provideC no changes have been or will be maEe in the onginai plans anC sperificalions and any suspension or abandonment has not exteetled one (1) year. If Uanges are maCe or it suspension or abandonmenl ezceeES one (i) year, NII lees shall be paid for a new permit. (4) No work ny manner shatl 6e done Ihat will change the natural Ilow of water rausinq a 02inage problem. . (5) Conlra or shalily lhe Buildinq Ins ~r Iwenty-fout (24) hours in atlvance fot all inspectbns antl shall receive written approval on inSpecGon wrd be(ore pr n g with ccessive hases lhe 'ob. (6) Ttie su nce ot pertnit or t ap val o wings and speciGwtions shall nol be wnsWed to be a permil (or, nor an appmval ol, any violaGOn of the provisions ol t e b il~in es or pay nce, law, rule or regulation. /ef Building inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION MEMORANDUM A roved Date TO: Darin Morgan, Chief Building Official CC: Craig Molenaar, Design Engineer Greg Knudson, City Engineer File FROM: Michael Garcia, Development Review Engineer N'1 ~ DATE: January 24, 2001 SUBJECT: Marvel Minor Subdivision - Issuance of C.O for The Public Works Department will approve the C.O. for the address listed above. The Public W orks Departmeiit is currently designing a storm sewer system for this area. The drain pipe from the basements for the properties to thenorthwillbeallowedtoremainuntilthestormsewersystemisinplace. At that time, the basement drain pipe will be attached to the storm sewer system. The drain pipe will then temunate at this location and therefore will not require a curb chase to be constructed along W. 32"d Avenue where it currently releases. Please contact me if you have any questions regarding this project. BU1'LDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at I I have this day inspected this structure and these premises and have found the foilowing violations of City and/or State laws gov- ' eming same: l, Ir ti r~'~r l G, ~ f=~X r I~ ,1771;~ ~ You are hereby notified to correct the foregoing violations. , When corrections have been made, call forinspection.., , . e ~ oate r In pector for Bullding Dept. , DO NOT REMOVE THIS TAG . FOBM WB6•22 . . . . , . : ..~.~..v.~ ~.v~.~.~,_,....._..~,~....._r.,.~...v-u. GD~l~- /Ut Ig 7500 West 29th Avenue Planning: Pnrks & Recrention: Public Works; Fnx: DATE b~.ue,~.,r~ee.9 -zaoa Name: Organization: Fax: Phone: From: Dept: Subject: # of Pages; Comments: Wheat Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2877 Phone # (303) 235-2861 Phone # (303) 235-2857 Zo.~trt ~s~zr~~-. 2'7`i - 9,4 0 go z, - q,o l - Planning ❑ Parks & Recreation ❑ Public Works ~lbg~JAtIL- L-6~Es'SE ~Lor..~ ~L- (Including cover paae) * 3 Original to follow in the mail ❑ Yes 25~ No z 0 ~ ~ W ~ Q Z W a Q Q 3 < W ~ 0 OC Z s1 W J O ~ Q flCCl 0_~ W Q (D ZQ ~ (M 0) 0 W ~ ~Z Q~ X ~ \ Z W Q Q (V x X~ XZQ ,V Q J H ~ w W ~ ~ U- ~o c Q f ~ ~a ~ J akD I ~ ~ ~ W ~ (V ~ a z d) fJL ~ ~ Q ~ U U 1- (14 / o ~ ~ ~ "v ;o '---I F-~- ~ : 'a ~ ~ O Q ► . Q ° z o ~ U ~ w ks) ~ :o F--- m CO ~ ' U C() O cD ~ z w ~ o 7 c~ ~ 0 N C/) Q _ U ~ W C) w U ~ O ~ UZ ~ ~ ~Q =o U ~ ~ o ~ J Q 3 w ~ ~ 0~ 0 ~ ~ 0 0 I~l G C7 D ~ ~ ~ ~ G~ a Ls~ a D ~ ~ Z = G D m V ` oC) 1 o ICP LS% ~ D r m t c : r,rt ~ 2'_0° 4'-0° ~ ~ r J D - C rrrrr r- r~rrrrrr rrrrrrr rrrrrrrr rrrrrrr rrrrrrrr ? , D i 1 r~ N ~ ~ n ~ N 'II fTf N - ~ -A D I N O ~ ~ P ~ DO`l1N m nom ZtD ~Ar OD D zm cn c) ~ 0 -0 ~D my z U,%O O Z N HP Off ee7et Persoaai`Rrinter/Fax/Copier Fas Log Report for DEVREVFAX 303 235 2857 Nov-09-00 11:24 AM Identi~oation 93032790940 Result Paees Tvce Date Time Duration Diapaostic OK 03 Sent Nov-09 11:21A 00:02:27 002584030022 ]A.0 BUILDWG DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at 14: a y'C;- Xi 32 '7 0.~~1 1 have this day inspected this structure and these premises and have found the following violations of City and/or State laws gow ' erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date DO NOT REMOVE THIS TAG FORM WRB-22 jdiaoaa uan;a,y oi;sawop ' ssst,AaenuEr `44 £ Wa Sd { Saip J :a~n~eu ig g (ped aaj pue paasan6aF;1 A7N01 rssaaPPV s,aassaiPPtl'8 paniaaaa'S , ' > Y ~ RJani19p10 91e4'L chb rm, a3i~ilaaa ' adRl,aoinaaS'9b ` G 9 0 C 9 E E 9 6 d . aaqwnN a1014Ay'eb c991101 10;SEUl~S00 ~pOSUO'J .'.'paanpp a4ep a41 pue paangap sem alo!Pe ayl woym ol moys IIiM.ttliaoatl wn188 ayl ~ RJ2A1I2Q P2)OI1jS2~J ~ a"Z ."~muatl ~ou saap aoetls;i Hoeq ay~uo ~o'aoaitlliew ay~ ~o rym~ ay~ oyw~o~ s~y{ yoegy ~ ;ssa.ippys,aassaaPPH ❑;l noROi ~:(22) EJ3X2 U2 JOj) 5201N25 BI11M0~~0~ qeo siyl wnlai ueo am leyi os wio7 snµ ;o as~anw ayl uo sswppe pue aweu mai ;uud ~ ~ I : 2yl BNBOBA 03 4SiM OS~B~' , ` . saowas IeuoillpPe Jol Z io/pue L swaV alaitlu!op i :a3aN3s-'~ , 02i08/00 TLB 08:52 FAX 3039648:24 Sandra K. Thompson Q001 FACBIMILE THANSMITTAL SHEHT ro: FRoM: Bob Gespar Sandp Thompsun GohIPAlv.l': DA7E: Cicy of Wheat Hidge 2/8/00 FAX NUMBEP: TOtwL NO. OF PAGE9 WCLUDING COVEA: 3032352857 2 PHONE N[IM9l:R: . ' SENOER'b ftEFEH£NCE NUMBF:tx: 303235-2855 xt CC;% M.M Lot 1(Tom Radigan.) Tom Radigan OUACENT OFOA REVIEW Q PLEASE COMMENT ET PLEpSE R£PLY ❑ PLEwSe aECYCLE NO7E6/COMDfENT3< BOI} Following is the reaised plumbing fisture p;urrt for the msidence st 10$45 West 321 Smec Please ca11 me if you have anp other questions or a>nnems. Thanks Sandy . 3319 RAL£IGFI STAEET.DEI3.VER, COLORADU 80212 02/08i00 TUE 08:52 FAS 5039848224 Sandra R. Thomgson Z002 10545 West 32nd Aveane Wheat Ridge, Colorado Plnmbin¢ Fixture List T e of Fiature Fixhere Units # of Unifs E=teosioa Water Closets 3 5 15 PeQestal Smk 1 1 1 Lavatories 1 5 'S 30" x 42" Shower 2 1 Q 6'Jacuzu Tub 2 1 2 5' Standard Tnb 2 3 6 W/D Hook-up 6 1 6 Kitchen Siok 2 1 2 Hose Bib 3 4 12 Floor Drain 2 1 Z Total Watet Demaad 53 ' I Total $9 393.60' TOR)SIGNE6 DATE ' Use ~ New single famify residence on Lot 1 Marvel Manor NEED ALL SUB GONTRACTORS prior to in5pections txpirauon uace: Approva( DEPARTMENT OF PLANNING AND DEVELOPMENT Building_ Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner: °roperty Address Ph ne :3~3 5G~3 0/9~' Contractor License No. ' p / 961-~3~0 ~ C Company : ,~!!S'inr 2SS o'G~- ~/NA~✓CF . ~ Phone : .~03 /90V OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit appliwtion are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrtctions of record; that all measuremen4s shown, antl 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 R' e o inances, for work under this pertnit. ~q~7'E 99 (OWNER)(CONTRACTOR) SIGNa;V Description : NE'.v .0-6v4gzf' XAi.a' G L71 ~ov T.2 Construction Value : K 0,5 ~ 6U, (ft C ; Per~r d F--ee ~Use Tax I 15 3-2o.oa Total: Use BUILDING DEPARTMENT USE ONLY o i gc_um ff °~1~5~ LDllfll~'lQ~~ b~E1 P~Qb1S Azo~ 9: 9MINCRUMEOMMM"M 5ArR11C6MAM '~a vNi`i»vn Cu./PS. Approval : . Approval: L, \I L(~~00 Occupancy : Waiis : Roof : Stori ~ Electrical License No : Plumbing License No : Company: Company: j Expiration Date : Expiration Date : Approval: Approval: Company : Sq. Ft. e ftz~ A i {%E S.r 2 YC~ bj 1. Ps55C,> . nse No Expiration Date : Approval: (1) This pertnit was issued in accortfance with the provisions set krth in yopur appliration and is su6ject to ihe laws of the State of Cobrado antl ro the Zoning RegulaGOns and Building Code of Wheat Ridge, Colo2do or any oNer appli`a61e ordinances of Ne Ciry. (2) Th is pertnit shall expire iF (A) the work auNOnzed is not commenced within sixly (60) tlays from issue date or (B) ihe builtling authorized is suspended or a6antlonetl for a perictl of 120 days. (3) It this permit expires, a new pertnit may be acquiretl for a fee of one~half ihe amount nortnally requireq provided no changes have been or will be matle in the original plans antl specifirations and any suspension or a6anEOnment has not exceetled one (1) year. If changes are matle or if suspension or abantlonment exceetls one (1) yeaL full fees shall he oaid for a new oermR (4) No work ot any m; (5) ConVapor Shall m praceediing with s (6) The i5suance af a causing a tl2inage problem. farall inspections and shall receive written approval on inspection prtl befare shall not 6e wnsWed to be a pertnk (ar, nor an approval of, any violation af Me pmvisions ~ rv~ S Q hn'-iA. ~Our% ~ m ► ~ December 30, 1999 To: ICim, Wlieat Ridge Planuing Department Fax 303-235-2857 From: Tom Radigan Re: 10845 W_ 32"l Avenue Consiruction Costs The hud costs of constraction for i,ot l, 10845 W. 32d. Avenue, Wheat Ridge, CO are estimated to total $358,000, of which $199,000 represents the estimated costs oFinaterials. These costs exclude soft costs such as permits, fees, marketing; taxes, and ctc... If there az•e any additioual questions, please advise. SOd £00 'NIJ J0 SS3NISf18 ZLCO£Zt CO£ 65:St IE-ZI-666I ~ L ' ~;..i L> ~ H a ~ v H ~ ~ A z . ~ ~ o ~ , ~ ~ ` z ; ~ ~ a 0 ~ O M ~ ~ ~ ~ N W 'Y E~ VI O JEFFERSON COT.TNTY CEtZTIFICATE OF j•?ATEP. AP1D SEi-?ER SERVICE AVAZLABILITY Note To Applicant: A building permit will not be issued without this Certificate signed by the District or Agency suvplying services. Exoires one year from date of approval by authorizing agent. 10845 West~£h Avenue December 27, 1999 oe aaaress e Lot 1 Marvel Minor Subdivision Legal Description One Unit Residential • Use of Building ' Thomas Radigan P.O. Box 18044 Boulder, Colorado 80308 303-881-1996 Qwner Address Telephone See reverse side for•£acilities requiring Health Dep2rtnent Plan Review SEi,TER Northwest Lakewood Sanitation-District ' Name o Sanitation District',or Agency (XX x)Sewer Service Available )Sewer Service Not Available' Individual Seotic Permit D?o. Coumments Or COIIC11tlORS• Sewer service is subject to compliance to the District's rules, regulations and'requirements for such servi.ce. I hereby cer ixy that a ai 2bi ity os service is as in icate above. 7/ Sign~ re of Aut~horized Agen ~Date Jeiferson Coenty,Health or Zoning Department Signature Date WA'1'hK The-Consolidated Mutual Water Company IQame of Water District or Agency + (X )W2ter Service Av2ilable ( )[•Jater Service Not Av2ilable Colorado We11 ?ermit ; Comments of Conditions: Water service is subject to compliance with the Company's rules,regulations and requirements for such service. I 7ereby certiLy tnat av2ilzbility oz service is as indicate above. Sign2ture oi`Autnorized Agent JzLe Jeiferson County Iiealth o= Zoning Department I il Signature , Date L_ _ _7. °'7 I GENERAL NOTES & OUTLINE SPECIFICATIONS FOR 1`HE RADIGAN RESIDENCE -10845 w. 32ND avenue, WHEAT RIDGE, CO DECEMBER 30, 1999 (:F,NF'RAT, NnTF,C AIVn (1Ti'II,TNF CPFC'TFT('ATTnN4 1. All constmction shall comply with all applicable building codes and restrictive ordinances for construction, plumbing, electrical, mechanical, and fire protection systems. It is the responsibility of the sub-contractar to check the local and building codes, sub-division restrictions, and health department guidelines, and adhere to their requirements. 2. The intent of these drawings is to provide the builder with general guidelines for the sound construction of the structure indicated within. Any discrepancies contained within these drawings aze to be unmediately reported to the architect. Deviations from these drawings aze at the builder's risk unless approved in writing, and with supplementary drawings from the azchitect. 3. Dimensions indicated on drawings are to faces of concrete, wood studs, structures and curbs etc. (U.N.O.). Although d'unensions aze noted on the plan, the arclutect reseroes the right to make slight adjustments during construction. These adjustments, if made, will be deemed clarifications and not change orders. 4. These plans are accurate only to the degree of accuracy of the maps from which the base information was taken. The builder is cautioned against scaling from these drawings. 5. Contractor to secure and pay for all necessary fees and permits for constructioq electrical and plumbing inspections, etc., Prior to commencing construction. 6. It is recommended that the services of a registered land surveyor be employed for the proper placement of the structures in relation to property lines, setback lines, easements, etc. 7. All existing site conditions aze to be verified by the builder before start of construction. If underground utilities exist on the site, verify locations and depths before commencing construction. 8. Curbs, gutters, aprons, etc., Adjoining right of way areas shall meet local requirements. 9. All demolition materials aze to become the property of the sub-contractor and shall be removed from the site immediately. No burning or blasting shall be allowed on site without specific written approval of the owner and local authorities. 10. Dispose of demolition materials, excess excavation material and excauation material deemed unsuitable for fill material off site and in accordance with local requirements. ll. Provide positive drainage away from the buildings in all directions at the rniniinum rate of 1/8" per ft. Slope for paved surfaces and 1/4" per ft. Slope for unpaued surfaces. Insure that water does not puddle at any point on the site. 12. Fill compaction at grass azeas shall be 90% standazd proctor. 13. Re-seed all disturbed areas with gass. Lime, fertilize, and straw according to best horticultural practice. Re- seed as necessary to obtain an acceptable stand of grass. 14. Remove vegetation as required to complete the work as shown. Existing trees m grass/landscaping azeas that can be saved aze to protected from damage during the constnxction period. 15. Strip and stockpile topsoil in construction area. 16. Provide temporary settling basins, haybales, and other methods as appropriate to filter water borne sediments and debris at all azeas where storm water leaves the project. Clean up all soil or debris which flows off-site at the end of the day. 17. Landscaping to be provided by the owner. 18. The design adequacy and safety of erection bracing shoring, etc., Is the sole responsibility of the contractor. (walls which support joists, rafters, etc., And aze laterally supported by same shall be braced until all construction is completed.) 19. All comers of building shall be braced with either a full sheet of 1/2° APA rated sheattilng plywood, or 1/8" structural grade composite sheathing. 20. Caulk and seal all joints and cracks around windows, chimneys, doors, counter tops, etc., with proper exterior or interior compounds. Install as per manufacturer's printed instructions. 21. All finishes, wall coverings, carpet, paneling, floor tiles, counter tops, fiuniture, furnishings, hardware, plumbing hardwaze, electrical and paint; their colors, patterns and texliares to be selected by owner (UN.O.). 22. PVC, schedule 40, is pemutted for use in soil, waste, venting, and water supply for pipe sizes up to 4" diameter. Fittings shall be the same schedule as the lines. 23. Domestic water lines shall be type 1 copper with solder joints, U.N.O. 24. All rain water piping from gutters and down-spouts to cistem if eacposed to view shall be finished to match adjacent material finishes and ifunderground, have a mivimum of 18" burial depth. 25. All water piping at fuctures connections shall be thoroughly secured in or on wall of pipe chase belund fixtures. 26. Offset plumbing vents through roof as required to auoid any obstructions or conflicts with valleys, ridges etc. All roof penetrations, where practical, to be similaz in color to roof finish. All roof vending should be on west side of building not visible from front. Roofer shall install ridge vents covered with roofing material. 27. Provide 110 V, iJL approved smoke detectors as indicated on drawings. Detectors shall be listed and meet the installation requirements of NFPA 72a and 74. 28. Contractor to pre-wire for telephone and cable TV (class 5) and other services. Coordinate with the owner. 29. Windows from all sleeping rooms must have a minimum net clear opening height of 22" and a minimum net cleaz opening width of 20". The sill height cannot exceed a maximum of 44" above the floor. Net cleaz opening to be 4 sq. Ft. Minimum. Minimum total glass area to be 5 sq. Ft. At ground level rooms33. Provide protection from subterranean ternute attack by ground treatment and use of pressure treated wood materials. CONCRETE STRENGTH TO BE AS FOLLOWS: A. Concrete walls, beams, and structural slabs: P c=4000 psi @ 28 days. B. Footings: f c=4000 psi @ 28 days. C. Slabs on grade and concrete toppings: f c=3000 psi @ 28 days. D. Masonry block cores fill (pea grauel concrete): f c=3000 psi @ 28 days. refer to note #3 for testing of concrete and specifications for submittals of mix design. 2. Concrete exposed to weather to be air-entrained (6% maximum, 3% minimum). 3. Concrete and reinforcing steel to be as per ACI318-83 and ACI 301-72. (contractor to have copies of these documents at thejob site during construction.) sampling and testing of concrete to be in accordance with ACI 301 by independent testing agency at contractor's expense. contractor to take special precautions for hot and cold weather concreting as indicated in ACI 301. 4. Reinforcing steel to be a 615-60. 5. Provide shop drawings of reinforcing steel prior to fabrication of same. Submittals to include elevations of all reinforced walls. Drawings to be original documents, not a reproduction of contract drawings. 6. The minimum concrete cover to be provided for reinforcement in concrete cast against and permanently exposed to earth is 3". 7. The following reinforcement to be provided unless noted or detailed otherwise: Provide 2'-6° x 2'-6" comer bazs in corners of all footings, reinforced walls, bond beams, etc. Provide same bar size and number or spacing as continuous or horizontal reinforcement. 8. All concrete slabs on grade to be 4° tluck with 6 x 6 w1.4 x w1.4 w.w.f on minimum 4" croshed stone/mazl base, unless noted otherwise. See azchitechual drawings for any depressed azeas, thickened slabs, vapor barriers, etc. 9. Verify with architectural, mechanical, structural and electrical drawings for walls, pads, trenches, etc., Wluch require footings and/or reinforcing. All pads to be miniinum 6" ttuck with #3 at 12 o.c. each way and extend pad 1'-0" past each side ofinechanical equipment. 10. Unless noted or detailed otherwise, all reinforcing steel to be lapped a minimum of a class C tension splice. 11. Provide a control joint in a11 concrete slabs on grade at 600 sq./ft, unless noted otherwise. 12. Courtyard shall be flagstone panels (2'X2') with matching grout inlay. Color selection and installation by ov✓ner. . 11 Front entry shall have three concrete steps to front door as per code and approved by owner. MAS(1NRY Exterior Glass block to be 12" squaze Pittsburgh-Corning or approved equal. Interior block to be 8" square. Provide full water resistant grade mortar at wet locations. 33S2.OR 1. All wood materials shall be pressure treated as follows: A. Structural beams and columns: #2 southem pine with minimum bending strength = 1300 psi, AWPA standard Cl & C2. B. General construction lumber: Southern Pine or pouglas Fir construction grade S4S, AWPA standard C 1 and C2. C. All field cuts and drilled holes in treated lumber shall be treated in accordance with AWAPA M-4. 2. Sub-contractor shall use "Simpson Strong-tie" (or equivalent) wood framing anchors, connectors, hangers, etc., For all wood to wood connections. All anchors, etc., To be installed in accordance with manufacturer's printed specifications. 3. Second level floor sheathing to be 3/4" APA-rate T&G plywood, glued and nailed to joists. 4 4. Roof sheathing to be 1/2" APA-rated exterior grade plywood w/ plyv✓ood panel clips except use tonb e& groove edges at starter panels or where exposed to view from the underside. Unless noted otherwise on plans, headers to be as follows: UP TO 6-0" OPENiNG: (2) 2 X 8 6_0" TO 10'_0(2) 2 X 10 OVER 10'-0": (2) 2 X 12 At openingsin exterior walls, a wall stud shall be at each side of the opening with the ends ofthe headers supported as follows (unless otherrvise noted): A. For openings less than 3 ft. In width, each end of header shall rest on a single header stud or may be supported by framing anchors attached to wall stud. B. For openings over 3 ft. To less than 6-0" in width, each end shall bear on single header stud. C. For openings more than 6-0" in width, each end shall bear on double header stud. D. Any header supporting concentrated loads from above, each end shall beaz on double header stud. Where wood beams beaz on stud walls, provide minimum double or triple stud, depending on beam width, under beam bearing seat. 8. Exterior wood decking to be trek or equal, two levels with railings as required by code and grade. Provide custom stair with clear maple edge (carpet inlay center) with custom maple handrailing. 1. All exterior walls shall be 2x6 wood studs with Exterior Insulated Finish System-TEC or equal. Final color selection to be determined by owner. All accents and window trim per architectural drawings to be'h" insulation board, typical, U.N.O. 2. Roof shall be 40 year asphalt slungles by Tamko, Heritage 40 shadowtone series, color to be selected (same as lot 2) on felt and'/z" plywood. 3. All insulation shall comply with Colorado energy requirements. 4. Courtyard gate and verandah 12" railings shall be at least'/z" ttuck wrought iron, powder coated wlute. W iNnnWC All windows to be haue prefinished, aluminum exterior clad with interior wood frames, single hung low `E' insulated glass. All window units shall be equal to umts by Weathershield, Proseries aluminum clad, pine wood interior windows. All windows to haue pine sills and gypsum wrap atjambs and head type. All basement windows will be sliders. l) All interior doors (including pocket doors) to be paint grade, solid core, 4 panel doors with clu-ome protected hardwaze unless noted otherwise. 2) All exterior glass doors to have aluminum clad eaterior frames and pine interiors with pine jambs with jamb extensions where necessary to wrap sheetrock, double pane solaz tinted insulating low `E' glass and be equal to units by Pella. All exterior doors to have hinged screens except entry doors and two upstairs french doors. 3) Exterior entry assembly shall be 3'-0" x 8'-0" solid core oak 6 panel door, finish to be detemlined, with chrome hazdwaze and toe kick, both opening per plans. 4) Door sizes indicated on drawings (i.e. 28610- dimensions are 2'-8"W X 6-10"H). Doors denoted with a"BF" suffix are bi-fold. 5) All hazdwaze to be polished chrome, lever type, architectural grade as approved. 6) Crarage doors to be sectional, upward acting wood doors by Ankmaz or equal. Manufacturer's rep to provide al] trim, hardware, drip cap and weatherstripping. Each door shall be equipped with two hand-held automatic openers and both doors shall have a surFace mount opener on 3'wall centered between garage doors that controls both doors separately. 7) All eacterior doors to be keyed alike, sheetrock wrapped on interior with interior trim and jambs to be pine, paint grade. 1) All rooms to have 3" painted wood trim azound all openings 2) All rooms to haue 6" painted wood wall base U.N.O. 3) Provide rounded bullnose comers at all interior gypsum walls. 4) Refer to azchitectural drawings for fuushes per room. Final selections shall be the responsibility of the owner. 5) Wood floors, where noted, to be maple'/4" x 2- Y4" or 3-1/4", select second best grade, fill and stain with minimum of three clear coats of shellac and hazd wax coating. 6) Provide marble tile hearth at fireplace surrounds, color and style to be selected by owner. 7) Carpet to be 100% wool, 30 oz. Medium tra$'ic with 7/16" urethane cusluon padding. 8) Ceramic tile at bathrooms to be thin set on'/z" cement boazd. Standard grade smooth gloss glaze. Final selecuon to be determined. 9) Walls and ceilings shall be one coat satin finish, painted trim and moldings shall be one coat flat finish and pine sills and windows shall be two coats cleaz coated. All walls and painted trim shall be primed before final coat. Garage shall be taped and primed paint only. 10) Crown molding in master bedroom shall be 6" paint grade pine. KITCHEN CABINETS/COLJNTERS - Provide good quality mill-made modulaz units w/ solid hardwood face frames, hardwood door frames and drawer fronts, hardwood veneer on raised door panels, glued mortise, dowel and dado joint constructioq full backs, vinyl laminated cabinet interiors, vinyl laminated composition drawer bodies w/ nylon and metal gGdes. Provide pullout shelves typical, self-closing hinges and hardwaze. Top of all kitchen cabinets shall be finished with 6" hazdwood crown molding to match. Countertops to be granite slab and tile as noted in plan and 6" granite backsplash or approved equal. PAS S-THRU AT DINING ROOM - N/A SPECIALTY COUNTERTOPS Provide tile countertops at master bathroom and powder room. Color and style to be selected by owner. CUSTOM BUII,T-INS Provide 1-1/4" mantle azc and 3/4" solid wood shelving with 2" front trim at fireplace sunound, per architectural drawings. Paint. Provide vertical supports at 5' centers, horizontal spacing-adjustable. APPLIANCES - Owner to provide all appliances, including G E Profile Performance Stainless Steel: GE Electric double oven GE Side by side refi-igerator/freezer GE Dishwasher Crarbage disposal GE Range/Oven combination GE Down draft stove top with griddle -or approved equals as required FIREPLACE-Zero clearance, factory built fireplace, iJL Listed with radiant heat, air circulating. Provide glass panel fronts, as required. GUTTERS AND DOWNSPOUTS-Provide 6" prefinished, continuous, 28 gauge, `K' style box gutters with square, plain downspouts. Verify location of downspouts with owner. FOUNTAIN -Provide prefabricated upright electric-powered fiberglass fountain at courtyard as shown on drawings- style to be selected by owner. ARTISTIC GLASS Custom artistic glass panel designed and manufactured by artisan Judy Collins to be provided and installed by owner. ENTRY GATE Custom wrought iron entry gate and verandah railing to be crafted locally and installed per azchitectural drawings. MF,('HANTC'AT, Heating/Cooling, gas fired, forced air by Lennox or equal high efficiency fiirnace with Honeywell electronic air cleaners and built-in Aire Power humidifier, Honeywell programmable thermostats for two zones. Pi ,T l M RTN(T All plumbing fixtures to be Kohler or similar polished chrome finish style in powder room and master bath. Color to be detemuned. Owner to procure plumbing hazdware. De$a Faucets (or equal) with polished chrome finish in all other baths. Kitchen sink to be stainless steel with chrome hardware. Final style selection by owner. i ,TGATTNC:/F'T,F,CTRTC'A T, All fixtures to be quality architectural grade (iJL approved and code compliant). Provide the following fixtures as indicated on the electrical plan: Ceiling Fan light combination in master bedroom - owner provide Recessed down lights with light bulbs and cover plates - electrician provide Combination exhaust light units - electrician provide 12" x 48" fluorescent fixtures - electrician provide Omamental fiacriares - owner provide Interior Accent lighting - owner provide Exterior accent lighting - owner provide Provide Leviton Decora controls or equal. Wire for central sound system components and speakers throughout. Owner detemune manufacturer and provide. JEFFERSON COITNTY CERTIFICATE OF [•?ATEP, AL;D SEF IESt SERVZCE AVAILABILITY Note To Anplicant: A building permit wi11 not be issued without this Certificate signed by the District or Agency suaplying services. ExDires one vear from date of aoproval by authorizing agent. 10845 West 96,th Avenue December 27, 1999 Job Address Date Lot 1 Marvel Minor Subdivision Legal Description One Unit Residential • Use of Building Thomas Radigan P.O. Box 18044 Boulder, Colorado 80308 303-881-1996 Qwner Address Televhone See reverse side for. facilities requiring Health Department P1an Review Name o Sanitation District~or Agency ( )Sewer Service Available )Sewer Service Not Available' ` Individual Ser)tic Permit Dto. Comments or Conditions: I hereby certi=y that avai abi ity o service is as in icate above. Signature o Auttrorize Agent Date Jefferson County,Health or Zonino Department Signature Date WATER The-Consolidated Mutual Water Company Name of Water District or Agency : (X )Water Service Available ( )TTater Service Not Available Colorado Well ?ermit ; Cou ments of Conditions: Water service is subject to compliance with the Company's rules, regulations and requTrements for such service. I hereby certily tnat availability oz service is as indicate d above. ~ Signature oi Autnorize Agent D2te i Jef=erson County fiealth ~ o= Zoning Department ~ Signature I D2te 1.":7.°.7 o~ w~ r DEPARTMENT OFPUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW . ~oLORP9o Date: 1 14100 ~ Location: 10245 vJ• N nD Attention: Building Department I have reviewed the attached materials submitted in application for approval of a r%t„a 5'F'2 at the above referenced address. Please note the summary comments below. 1. Boundary Closure: X OK _ Not OK; refer to stipulations. 2. L Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Lot drainage/grading to be reviewed by Building Division X d. Site drainage/grading provisions have been reviewed and are: X OK Not OK; refer to stipulations. 3. / NPDES Permit Required: _ Yes No 4. ~ Public Improvements: a. street paving needed: Yes X No b. curb and gutter needed : Yes x No c. sidewalk needed: Yes X No d. street lights needed: Yes X No e. storm sewer needed: Yes x No f. letter of credit required : Yes x No If a letter of credit is required, for what improvem ents? Amount of letter of credit: 5. ~ Subdivision Improvement Agreement required: Yes K No 6. / Development Covenant required: Yes ) No If Yes, for - 7. TraFfic impact analysis and report required: Yes x No 8. State Highway Access Permit needed: Yes ~ No 9. ✓ New roadway or alley R.O.W. dedication recommended: Yes ~ No If yes, what is recommended? 10 i All existing dedicated roadways/alleys meet the standards of the City: x Yes _ No If n, hich do not and what is requested: ' - 11. ~ AFIPlfov Tlle Public Wo ks Department has reviewed this request and hereby gives its ap 7.1 al, subjec o the abov and/or attached stipulations. 1114 0& Sign ture g Knudson Date 12. _ NO APPR VAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: 13. ~ 14. Signature Greg Knudson Stipulations attached: _ Yes . No Fr ~ Date PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date I Q' 00 ApplicaM 1Gp pr~ Phone #'1.Ot~~e Location of Construction 10US kd. !~?30-_Dio( • Purpose of Construction Building Permit Valueflik or1_r. Single Family '4 Commercial _ Multi-Family DEVELOPMENT REVIEW FEES ou Development Review Processing Fee: $50.00 $ (for document processing) vo Single Family Residential Review Fee: $25.00 $ 2S (for review of applicable technical documents ) Commercial/Multi-Family Review Fee: $50.00 fee (for review of existing technical documents), $500.00 fee (for review of technical documents for construction in right-of-way, final drainage report and erbsion control plan). $ -0 Subdivision Improvement Agreement Fee: $125.00 $ - v" (for document processing and recording) Development Covenant Fee: $125.00 $ ~ 0' (for document processing and recording) CDOT Access Permit Fee: $100.00 $ -O~ (for document application and processing) Traffic Impact Study Review Fee: $100.00 (for document review and processing) Flood Plain Variance Review Fee: Class 1=$100.00 Class II =$150.00 $ (for document review and processing) TOTAL REVIEW FEES: (due at time of building permit issuance) $jS on PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date JEFFERSON COUNTY CEnTIFICATE OF i•?ATEP. AP;D SET:r-R SERVICE AVP.ILABILITY Note To Applicant: A building permit wi11 not be issued without this Certificate signed by the District or Agency su9plying services. Exoires one year from date of approval by authorizing agent. 10845 West Ath Avenue December 27, 1999 ob Address Date Lot 1 Marvel Minor Subdivision Lega1 Description One Unit Residential • Use of Building ' Thomas Radigan P.O. Box 18044 Boulder, Colorado 80308 303-881-1996 Qw-ner Address Telenhone See reverse side for•facilities requiring Health Departnent P1an Review SEt~tR Northwest Lakewood Sanitation-District Name o Sanitation District,or Agency (XXX)Sewer Service Aveilable • ( )Sewer Service Not Available' Ind ividual Seotic Permit No. Comments OT COIId1t10Z15• Sewer service is subject to compliance to the District's rules, regulations andrequi rements for such servi.ce. I hereby cer ixy th2t a 2i abi ity os service is as in icate above. ~ 7~y , s~~ T , Tiga2ture~ Auttrorize agen ate ~ Jeiferson County.He21th or Zonino Department Signature Date WA'1'EK The-Consolidated Mutual Water Company IQame of Water District or 9gency + (X )Water Service Available ( )Water Service Not Available Colorado Well ?e~it ~ Comments of Conditions• Water service is subject to compliance with the Company's rules,regulations and requirements for such service. Ihereby certify tnat a72ilability oi service is as indicated 2bove. 17 -0 Si.cnature oi Authorize Ageat Date Jef=erson County Iiealth o= Zoning Department Date Signature ',_7.°7 ~ , i • ~ V a z c~ y (q {11v D D O v cl, UIO ' ` a O~ ~ w O ~ p n ` N O v A QD No I b~ ( F . 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'b: ~ y.~ ,y ((([[pJJ ~ W ' ' ~roo~'~10 ~ N 01 z~ P°'~~~ ~ - _ . . . . , : _ . ~ ~ t i / 1 { ' ...Ln [1 00~l Hx p' . ~ H d4MH~HH~ o H ~ M 0 M,~ro~M*JHMMxxI] °o ro • ~0 T1Kt70 db r C 'J . u„ ~ 'r H s~. u 7uz~ro~•sE ~ioyx H . nrvn vnzr~ o r H ~~,,u~ m x HHHM~ , M NppN !D o~yfzy~~~2 M,T~ ~y-t0 H H tyHH7d ~Cl cnF+OM N E 1-3 : y n ~~'y p' OHMN ~HMu+2~ Hw,.Op oH H ~~rnr~'bzox [7 mHt7crnM > m . Hr) GrOi-t~~u.y~ •~,1lyMr N o zoyo.Nx °rvwN . o : ~oMH~MH~ ~nxM ~ :r, H0 ~~MrM NW~'r~y m 7otlt-+:c7ro " :vMy: A . H y~ ~l y. tj ''ydFyI OM 'oHH ~tnN Vl lT1At"Ay"O~17 H , M7dKa z~ nrti qa ~ D ws~~ N . o ody~ ~-~o n : tD0[i]HHC- ;lcnoxt*1 M . ~Hbnz v,y cd0 ,yZtn~7 rf70 ~z vi 17 a rja -~x dmH ro . . °n Mm°ti'm~ ~K~ a t7yom x ~ • ~ v M~G~-3 ' H o t* . . M MHMtn n !n w ra z 0 o ~ OC CH*3 ~n ~ O O Z IHt7xM Zt`l ~ . N' z K ~ . a w :1.t.~F1~♦ ~ z ' . . ~ ~ ~ . 7 - . . . - 5 .1 y y : ~ ~r } ! L~ . ` - , ~ . ~ ~ ` ~ ' ~ • ! ' ~ T ~ , . ; : . : : . . ' ' ' '1 . . . ~ .p: i i . , ; • : . . ! ! . . • ~ :i:' , . qi. . . ~ . ~ . . . . . • . ~ i ~ . , , ~ . . .i • ~;i . . . r9r ft a s ~ ID 1-1 N n n r- P. ' . _ . . . . , . , „ " Foundation Engineering Company, Inc. December 17. 1999 Thomas Radigan P.O Box 18044 Buulder, Colorado 80308 Attention Thomas Radi~an Subject: Proposed Residence Foundation Alternate 10845 West 32"d Avenue Lot I, Marvel Minor Subdivision Wheat Ridge, Jefferson County, Colorado Our Project No.: F- 2086-97 Gentlemen: STEEL HELICAL ANCHOR FOUNDATION ALTER'VATE An economical alternate to the construction of the foundation with caissons; is the installation of STEEL HELICAL ANCHORS (Helical Screw Piles) supporting the grade beam and/or monopost columns. These anchors can be installed in limited access areas with portable hydraulic torquin-, equipment; require no excavated soil removal and/or no concrete trucks or pumping- equipment. Cor.tin,ent upon the approval of the Project Structural Engineer, the following soil and theoretica] ultimate capacity parameters should be assumed: Soil Material Cohesion !n situ Unit Weight Water Table Anchor Series Single Helix Diameter Double Helicies Diameter Square Shaft Diameter lnstallation Angle Depth to helix Ultimate Capacity Factor of Safety Theoretical Anchor Capacity CLAYSTONE 5.25 Ksf 124.0 pcf 1.0 ft. SS 150+ 10-i2 inches 8/10 inches 1.5 - 1.75 inches 90° (vertical) 20 to 30 feet 2;1 Design Capacity See Attachment Geotechnicol and Materials Consultants 14854 East Hinsdole Rvenue, Unit R• Englewood, Colorado 80112 • Phone/fRX (303) 680-6461 MISCELLANEOUS This foundation alternate is based on the data obtained form the 1(one) soil boring performed on the subject Lot during our field investi.gation Report No. F-2086-97 dated June 12, 1997. In any foundation investigation, it is necessary to assume that foundation conditions do not change greatly from those indicated by our exploratory boring. This report does not reflect any variations, which may occur. The nature and extend ofvariations in the subsurface soil profile may not become evident until the course of foundation construction. For this reason, we consider it mandatory that our Soil Engineer, or a representative of our firm, who is familiar with the subject conditions, observe the "Chance Anchor" installation construction and monitor the tension gauge and shear-pin indicator tests by the contractor. If variations are encountered, then it may be necessary for a re-evaluation of the alternate recommendations contained in this report. If unforeseen subsurface conditions are encountered, we should be notified immediately. In this foundation alternate, we have presented judgements based partly on our understanding of the proposed construction and partly on the data we have obtained. This report meets or exceeds professional standards expected for reports of this type, in this area. Our company is not responsible for the conclusions; opinions or recommendations made by others based on the data we have presented. Very truly yours, FOUNDATION ENGINEERING COMPANY, INC. . p~A,...... ` ~OVX~Q''f L. '~Zy ~r . ~ G~ 9 ~ R ert L. Maury, P.E., P. •O o- . _ =-0 ; 18332 `F - Principal „ RM: sf cc: 3 sent °044, cc: FAX Bob Alton, P.E. 303.202.6480 10845 West 32nd Avenue, Lot 1 Marvel Manor Subdivision THEORETICAL ANCHOR CAPACITY SOIL BORING N0. 1 WATER TABLE SURFACE = 1.0 FEET DEPTH-FT SHEAR N-VALUE PROBE UN IT WGT. SOIL 1 1.13 9 0 65 CLAY 2 1.13 9 0 65 CLAY 5 1.38 11 0 67 CLAY 10 1.63 13 0 68 CLAY 15 2.13 17 0 69 CLAY 20 5.25 42 0 60 CLAY 25 6.38 51 0 61 CLAY 40 6.50 52 0 62 CLAY - STANDARD ANCHOR CAPACITIES EXT. LEN. = 20 FT. (INPUT) INS. ANG. =90.0 DG. (INPUT) DAT. DEP. = 1 ET. (INPUT) HEL. TENS. CA P. COMP. CAP. HEL. TE NS. CAP. COMP. CAP. DIA. IN. KIPS. KIPS. DIA. IN. KIPS. KIPS. 8 11.15 15.88 8-10 31.13 41.80 10 17.61 25.07 10-12 50.65 64.18 12 25.58 36.42 8-10-12 67.38 83.46 14 34.80 40.00 10-12-14 98.98 110.44 6-8 18.61 25.11 STANDARD ANCHO R CAPACITIES EXT. LEN. = 25 FT. (INPUT) INS. ANG. =90. 0 DG. (INPUT) DAT. DEP. = 1 FT. (INPUT) HEL. TENS. CAP. COMP. CAP. HEL. TE NS. CAP. COMP. CAP. DIA. IN. KIPS. KIPS. DIA. IN. KIPS. KIPS. 8 17.58 19.28 8-10 46.19 49.72 10 27.75 30.44 10-12 70.44 70.44 12 40.00 40.00 8-10-12 89.73 89.72 14 40.00 40.00 10-12-14 1 10.44 110.44 6-8 27.75 29.92 STANDARD ANCHO R CAPACITIES EXT. LEN. = 30 FT. (INPUT) INS. ANG. =90. 0 DG. (INPUT) DAT. DEP. = 1 FT. (INPUT) HEL. TENS. CAP. COhiP. CAP. HEL. TENS. CAP. COMP. CAP. DIA. IN. KIPS. KIPS. DIA. IN. KIPS. KIPS. 8 19.28 19.28 8-10 49.73 49.72 10 30.44 30.44 10-12 70.44 70.44 12 40.00 40.00 8-10-12 89.73 89.73 14 40.00 40.00 10-12-14 1 10.44 110.44 6-8 29.92 29.92 City of Wheat Ridge Planning and Development Department Memorandum TO: FILE-10845 W. 321'D AVE. FROM: Bob Gaspar 4, G SUBJECT: WaEer tap/line DATE: 1/20/00 It is recommended that a 1 inch tap and line service the above mentioned new residence. This is due to the developed length and the number of fixture units. However, according to Bob Rivera of Consolidated Mutual Water a 3/4 inch tab and a 1 inch line after the meter yoke will be sufficient. This decision should be cause for waming that the owner of the property should be aware that a 3/4 inch tap may not be sufficient as sized by the Uniform Building Code. This also does not take into account what the warking street pressure will be after full subdivision development. Rlg 10845 West 32nd Avenue W6eat Ridge, Colorado Plumbine Fisture List T e of Fixture Fiacture Units # oF Units Extension WaterClosets 3 5 IS Pedestal Sink 1 1 I Lavatories 1 5 5 30" x 42" Shower 2 1 2 6' Jacuzzi Tub 2 1 2 5' Standazd Tub 2 3 6 W!D Hook-up 6 2 12 Kitchen Sink 2 1 2 Hose Bib 3 4 12 Floor Drain 2 1 2 Total Water Demand 59 GENERAL NOTES & OUTLINE SPECIFICATIONS FOR THE RADIGAN RESIDENCE -10845 w. 32"D avenue, WHEAT RIDGE, CO DECEMBER 30, 1999 I. All construction shall comply with all applicable building codes and restricuve ordinances for construction, plumbing, electrical, mechanical, and fire protection systems. It is the responsibility of the sub-contractar to check the local and building codes, sub-division restrictions, and health departxnent guidelines, and adhere to their requirements. 2. The intent of these drawings is to provide the builder with general guidelines for the sound constmction of the structure indicated within. Any discrepancies contained within these drawings are to be unmediately reported to the architect. Deviations from these drawings are at the builder's risk unless approved in writing, and with supplementary drawings from the arclutect. 3. Dunensions indicated on drawings are to faces of concrete, wood studs, structures and curbs etc. (i1.N.0.). Although dimensions are noted on the plan, the azclutect reserves the right to make slight adjustments during construction. These adjustments, if made, will be deemed clarifications and not change orders. 4. These plans are accurate only to the degree of accuracy of the maps from which the base information was taken. The builder is cautioned against scaling from these drawings. 5. Contractor to secure and pay for all necessary fees and permits for constructioq electrical and plumbing inspections, etc., Prior to commencing construction. 6. It is recommended that the services of a registered land surveyor be employed for the proper placement of the structures in relation to property lines, setback lines, easements, etc. 7. All eacisting site conditions are to be verified by the builder before start of construction. If underground utilities exist on the site, verify locations and depths before commencing construction. 8. Curbs, gutters, aprons, etc., Adjouung right of way areas shall meet local requirements. All demolition materials are to become the property of the sub-contractor and shall be removed from the site unmediately. No burning or blasting shall be allowed on site without specific written approval of the owner and local authorities. 10. Dispose of demolition materials, excess excavation material and excavation material deemed unsuitable for fill material off site and in accordance with locai requirements. 11. Provide positive drainage away from the buildings in all directions at the miuimum rate of 1/8" per ft. Slope for paved surfaces and 1/4" per ft. Slope for unpaued surfaces. Insure thax water does not puddle at any point on the site. 12. Fill compaction at grass azeas shall be 90% standard proctor. 13. Re-seed all disturbed azeas with grass. Lime, fertilize, and straw according to best horticultural practice. Re- seed as necessary to obtain an acceptable stand ofgrass. 14. Remove vegetation as required to complete the work as shown. Existing trees in grass/landscaping areas that can be saved aze to protected from damage during the construction period. 15. Strip and stockpile topsoil in construction area. 16. Provide temporary settling basins, haybales, and other methods as appropriate to filter water borne sediments and debris at all azeas where storm water leaues the project. Clean up all soil or debris wluch flows off-site at the end of the day. 17. Landscaping to be provided by the owner. 18. The design adequacy and safety of erection bracing shoring, etc, Is the sole responsibility of the contractor. (walls which support joists, rafters, etc, tlnd are laterally supported by same shall be braced until all construction is completed.) 19. All corners of building shall be braced with either a full sheet of 1/2" APA rated sheatlung plywood, or I/8" structural grade composite sheathing. 20. Caulk and seal all joints and cracks around windows, chimneys, doors, counter tops, etc., with proper exterior or interior compounds. Install as per manufacturer's printed instructions. 21. All finishes, wall coverings, carpet, paneling, floor tiles, counter tops, furniture, furnishings, hardware, plumbing hardware, electrical and paint; their colors, pattems and teactures to be selected by owner (U.N.O.). 22. PVC, schedule 40, is permitted for use in soil, waste, venting, and water supply for pipe sizes up to 4" diameter. Fittings shall be the same schedule as the lines. 23. Domestic water lines shall be type 1 copper with solder joints, U.N.O. 24. All rain water piping from gutters and down-spouts to cistern if eaposed to view shall be finished to match adjacent material finishes and ifunderground, have a minimum of 18" burial depth. 25. All water piping at fixtures connections shall be thoroughly secured in or on wall of pipe chase belund fixtures. 2 26. Offset plumbing vents through roof as required to avoid any obstructions or conflicts with valleys, ridges etc. All roof penetrations, where practical, to be similaz in color to roof finish. All roof vending should be on west side of building not visible from front. Roofer shall install ridge vents covered with roofing material. 27. Provide 110 V, iJL approved smoke detectors as indicated on drawings. Detectors shall be listed and meet the installation requirements of NFPA 72a and 74. 28. Contractor to pre-wire for telephone and cable TV (class 5) and other services. Coordinate with the owner. 29. Windows from all sleeping rooms must have a minimum net cleaz opening height of 22" and a minimum net clear opening width of 20". The sill height cannot exceed a maximum of 44" above the floor. Net cleu opening to be 4 sq. Ft. Miiumum. Miivmum total glass azea to be 5 sq. Ft. At ground level rooms33. Provide protection from subterranean termite attack by ground treatment and use of pressure treated wood materials. CONCRETE STRENGTH TO BE AS FOLLOWS: A. Concrete walls, beams, and structural slabs: f c=4000 psi @ 28 days. B. Footings: f c=4000 psi @ 28 days. C. Slabs on grade and concrete toppings: f c=3000 psi @ 28 days. D. Masonry block cores fill (pea gravel concrete): f c=3000 psi @ 28 days. refer to note #3 for testing of concrete and specifications for submittals of mi3c design. 2. Concrete exposed to weather to be air-entrained (6% maX;mum, 3% minimum). 3. Concrete and reinforcing steel to be as per ACI318-83 and ACI 301-72. (contractor to have copies of these documents at the job site during construction.) sampling and testing of concrete to be in accordance with ACI 301 by independent testing agency at contractor's expense. contractor to take special precautions for hot and cold weather concreting as indicated in ACI 301. 4. Reinforcing steel to be a 615-60. 5. Provide shop drawings of reinforcing steel prior to fabrication of same. Submittals to include elevations of all reinforced walls. Drawings to be original documents, not a reproduction of contract drawings. 6. The murimum concrete cover to be provided for reinfarcement in concrete cast against and permanently exposed to earth is 3". 7. The following reinforcement to be provided unless noted or detailed otherwise: Provide 2'-6" x Z'-6" corner bars in corners of all footings, reinforced walls, bond beams, etc. Provide same bar size and number or spacing as continuous or horizontal reinforcement. 8. All concrete slabs on grade to be 4" thick with 6 x 6 w1.4 x w1.4 w.w.f on minimum 4" crushed stone/marl base, unless noted othercvise. See architectural drawings for any depressed azeas, thickened slabs, vapor barriers, etc. 9. Verify with architectural, mechanical, structural and electrical drawings for walls, pads, trenches, etc., Which require footings and/or reinforcing. All pads to be miivmum 6" thick with #3 at 12 o.c. each way and extend pad 1'-0" past each side ofinechanical equipment. 10. Unless noted or detailed otherwise, all reinforcing steel to be lapped a mivimum of a class C tension splice. 11. Provide a conuoljoint in all concrete slabs on grade at 600 sq./ft, unless noted otherwise. 12, Courtyard shall be flagstone panels (2'X2') with matclung grout inlay. Color selection and installation by owner. 13. Front entry shall have three concrete steps to front door as per code and approved by owner. MA S(1NRY Exterior Glass block to be 12" square Pittsburgh-Corning or approved equal. Interior block to be 8" square. Provide full water resistant grade mortaz at wet locations. WOOD 1. All wood materials shall be pressure treated as follows: A. Structural beams and columns: 92 southern pine with minimum bending strength = 1300 psi, AWPA standard Cl & C2. B. General construction lumber: Southern Pine or pouglas Fir construction grade S4S, AWPA standazd Cl and C2. C. All field cuts and drilled holes in treated lumber shall be treated in accordance with AWAPA M-4. 2. Sub-contractor shall use "Simpson Strong-tie" (or equivalent) wood framing anchors, connectors, hangers, etc., For all wood to wood connections. All anchors, etc., To be installed in accordance with manufacturer's printed specifications. 3. Second level floor sheathing to be 3/4" APA-rate T&G plywood, glued and nailed to joists. 4 4. Roof sheathing to be 1/2" APA-rated eacterior grade plywood w/ plywood panel clips except use tongue & groove edges at starter panels or where exposed to view from the underside. Unless noted otherwise on plans, headers to be as follows: UP TO 6_0" OPENING: (2) 2 X 8 6-0" TO 10'-0": (2) 2 X 10 OVER 10'-0": (2) 2 X 12 6. At openings in exterior walls, a wall stud shall be at each side of the opening with the ends of the headers supported as follows (unless otherwise noted): A. For openings less than 3 ft. In width, each end of header shall rest on a single header stud or may be supported by framing anchors attached to wall stud. B. For openings over 3 ft. To less than 6-0" in width, each end shall bear on single header stud. C. For openings more than 6-0" in width, each end shall bear on double header stud. D. Any header supporting concentrated loads from above, each end shall beaz on double header stud. 7. Where wood beams beaz on stud walls, provide minimum double or triple stud, depending on beam width, under beam bearing seat. 8. Exterior wood decking to be trek or equal, two levels with railings as required by code and grade. 9. Provide custom stair with cleaz maple edge (carpet inlay center) with custom maple handrailing. 1. All exterior walls shall be 2x6 wood studs with Exterior Insulated Furish System-TEC or equal. Final color selection to be determined by owner. All accents and window trim per architectural drawings to be'/z" insulation board, typical, U.N.O. 2. Roof shall be 40 year asphalt stungles by Tamko, Heritage 40 shadowtone series, wlor to be selected (same as lot 2) on felt and'/z" plywood. 3. All insulation shall comply with Colorado energy requirements. 4. Courtyard gate and verandah 12" railings shall be at least'/z" thick wrought iron, powder coated white. wrxnOwc All windows to be have prefinished, aluminum exterior clad with interior wood frames, single hung low `E' insulated glass. All window units shall be equal to units by Weathershield, Proseries aluminum clad, pine wood interior windows. All windows to have pine sills and gypsum wrap at jambs and head type. All basement windows will be sliders. 1) All interior doors (including pocket doors) to be paint grade, solid core, 4 panel doors with chrome protected hardware unless noted othenvise. 2) All eacterior glass doors to have aluminum clad exterior frames and pine interiors with pine jambs withjamb extensions where necessary to wrap sheetrock, double pane solaz tinted insulating low `E' glass and be equal to units by Pella. All exterior doors to haue hinged screens except entry doors and two upstairs french doors. 3) Exterior entry assembly shall be 3'-0" x 8'-0" solid core oak 6 panel door, finish to be deternuned, with chrome hardware and toe kick, both opening per plans. 4) Door sizes indicated on drawings (i.e. 28610- dimensions are 2'-8"W X 6-10"F). Doors denoted with a"BF" suffix are bi-fold. 5) All hardware to be polished chrome, lever type, arclutectural grade as approved. 6) Garage doors to be sectional, upwazd acting wood doors by Ankmar or equal. Manufacturer's rep to provide all trim, hardwaze, drip cap and weatherstripping. Each door shall be equipped with two hand-held automatic openers and both doors shall have a surface mount opener on 3'wall centered between garage doors that conVols both doors separately. 7) All exterior doors to be keyed alike, sheetrock wrapped on interior with interior trim andjambs to be pine, paint grade. F►NTSFfF'S 1) All rooms to have 3" painted wood trim azound all openings 2) All rooms to have 6" painted wood wall base U.N.O. 3) Provide rounded bullnose corners at all interior gypsum walls. 4) Refer to architectural drawings for finishes per room. Final selections shall be the responsibility of the owner. 5) Wood floors, where noted, to be maple 3/d' x 2- Yd' or 3-1/4", select second best grade, fill and stain with minimum of three clear coats of shellac and hard wax coating. 6) Provide marble tile hearth at fireplace surrounds, color and style to be selected by owner. 7) Carpet to be 100% wool, 30 oz. Medium traffic with 7/16" urethane cushion padding. 8) Ceramic tile at bathrooms to be thin set on'/z" cement boazd. Standazd grade smooth gloss glaze. Final selection to be deterniined. 9) Walls and ceilings shall be one coat satin finisk painted trim and moldings shall be one coat flat finish and pine sills and windows shall be two coats cleaz coated. All walls and painted trim shall be primed before final coat. Garage shall be taped and primed paint only. 10) Crown molding in master bedroom shall be 6" paint grade pine. KITCHEN CABINETS/COLJNTERS - Provide good qualiry mill-made modular units w/ solid hazdwood face frames, hazdwood door frames and drawer fronts, hardwood veneer on raised door panels, glued mortise, dowel and dado joint constnxction, full backs, vinyl laminated cabinet interiors, vinyl laminated composition drawer bodies w/ nylon and metal glides. Provide pullout shelves typical, self-closing hinges and hazdwaze. Top of all kitchen cabinets shall be finished with 6" hardwood crown molding to match. Countertops to be granite slab and tile as noted in plan and 6" granite backsplash or approved equal. PASS-THRU AT DINING ROOM - N/A SPECIALTY COUNTERTOPS Provide tile countertops at master bathroom and powder room. Color and style to be selected by owner. CUSTOM BUII,T-INS Provide 1-1/4" mantle arc and 3/4" solid wood shelving with 2" front trim at fireplace surround, per architectural drawings. Paint. Provide vertical supports at 5' centers, horizontal spacing-adjustable. APPLIANCES - Ov✓ner to provide all appliances, including G E Profile Performance Stainless Steel: GE Electric double oven GE Side by side refrigerator/freezer GE Dishwasher Garbage disposal GE Range/Oven combination GE Down draft stove top with griddle -or approved equals as required FIREPLACE-Zero clearance, factory built fireplace, tJL Listed with radiant heat, air circulating. Provide glass panel fronts, as required. GUTTERS AND DOWNSPOUTS-Provide 6" prefinished, continuous, 28 gauge, `K' style box gutters with squaze, plain downspouts. Verify location of downspouts with owner. FOLTNTAIN -Provide prefabricated upright electric-powered fiberglass fountain at couriyazd as shown on drawings- style to be selected by owner. ARTISTIC GLASS Custom artistic glass panel designed and manufactured by artisan Judy Collins to be provided and installed by owner. ENTRY GATE Custom wrought iron entry gate and verandah railing to be crafted locally and installed per azchitectural drawings. MF.CAANTC'AT, Heating/Cooling, gas fired, forced air by Lennox or equal tugh efficiency furnace with Honeywell electronic air cleaners and built-in Aire Power humidifier, Honeywell programmable thermostats for two zones. Pi,iiMRTNCT All plumbing fixtures to be KoWer or similar polished chrome finish sryle in powder room and master bath. Color to be detemuned. Owner to procure plumbing hardware. Delta Faucets (or equal) with polished chrome finish in all other baths. Kitchen sink to be stainless steel with chrome hazdwaze. Fina1 style selection by owner. i ,T(:HTINCT/F,T ,F('TRTCAT, All fixtures to be quality architectura( grade (LJL approved and code compliant). Provide the following fixtures as indicated on the electrical plan: Ceiling Fan light combination in master bedroom - owner provide Recessed down lights with light bulbs and cover plates - electrician provide Combination exhaust light units - electrician provide 12" x 48" fluorescent fi3ctures - electrician provide Ornamental fixtures - owner provide Interior Accent lighting - owner provide Exterior accent lighting - owner provide Provide Leviton Decora controls or equal. Wire for central sound system components and speakers throughout. Owner determine manufacturer and provide. rout°idarion Engineering e C4mpcany, Inc. sUssaRFAcIE LNWEszIc.aIMoN aND ~ ENGnNEER,11ING AvALrSES r.EroRT THRUM PROPOSED F.FSIDENCES 108459 10855.1 10865 WE.ST 32ND At'ENi7E L.O'T 11TOS. 19 29 3 DIIARt'EL DIINOR SUBDIVISION 1 WHEAX R1DGE, JEFIFERSON COLT,~"Y, COI,ORPAI?O ~ PREPARED IY1R: kLICH WINEGAR 551.5 SOIE,FM HAt'APbA COURT EfiGLEW00D, COLORADO 80111 A1'"I'11O:`': 1Ig'.. RICH R'L%TG~ I 1~~Alz;A~ eqe~ PROJF<:"I' 00. F-2086-97 e]dL10'JE 11.21 139: GeQtechni:ai and Materials Consvltants ~ 14854 Erist Hinsdoie Pvenue. Uni; R• Eng'.ewood. Colorada 80114 • Phone?fRX (303) 680.54b1 1.~ MFoundation , Engineering Compcany, Inc. ~ Rich Winegar 5515 South Havana Court En_lewood, Colorado 80111 Attention: Mr. Rich Winegar Subject: Subsurface Investigation and Engineering Analysis Report Three Proposed Residences 10845, 10855, 10865 West 32nd Avenue Lot No's. 1, 2, 3 Marvel':vlinor subdivision City of Wheat Ridge Jefferson county, Colorado Project No. F-2086-97 Gentfemen: June 12, 1997 Foundation Engineering Company, Inc., is pleased to present this report of Subsurface Studies and Engineerin~,~ Analysis for the subject project. Briefly the findin,s of this shidy indicate that the proposed residential structures should be tounded on strai"ht shaft piers (caissons) which penetrate at least 8(eight) feet into the W'EATHERED BEDROCK and have minimum lengths varying from 26 (twenry six) to 3 36 (thirty six) feet. The top ofBedrock was encountered at depths of2' (twenty three) feet in Boring I; (thirty three) feet in Boring 2 and 26 (twenty six) feet in Boring 3. Floor slab design and support provisions are contained within the tezt of the attached report. .Additional detailed design and construction recommendations are included in the attached report Geotechnical ancJ Materials Consultants 14854 East Hinsdole Rvenue, Unit R• Englewood, Colorodo 80112 • Phone/fRX (303) 680-6461 TAsr.r Or rnNrrnrrQ, PAC'T . CO\CLI'SIONS g SC'(.)PI;-OF STLT)Y 4 FIBLD I\X'ESTIGATION 5 SITE CO\"I)ITIO\S f; , SiBSi"REAC$ CO\'DITIOms 7 L.AB()RITORY TE.STING g PROPOSED C0NST'RL'CTION g RESIDENCE FOUNDATIONS 10 I,.NTERAI, EARTH PRESSL'I2ES 14 FLOOR SI,.AB CO.\'.STRi'CTION 15 SIRFAC'E.A'I) SiBSL'RENC$ DRU\AG$ 19 STRi'('T'LRAL FILL ZZ I)I;SIC'=\ :L\T) CO\STRI"CTIOX DET'AII„S CI;ME\'I"I'1713F, 24 MISCEI,L.1\EC)L"S 25 I)ItAWINGS SI'1'I; LO(':YI'IO\ PI,:1N 1 I3ORI\G I,O(',-1T'IO\ PL.1\ 2 I,OC'T OF BORI\GS 1 TFIROLrGH 3 LEC=ENI) .A.\D \(7I`E.S SIX'ELL - CONSOLII).aTIO\ TE.ST TF,ST I)AT.A. Si'.NBLARY SHEET 3 4 A.\'D 4.a 5 'I'f II20L'GII 7 8 A.\T) 9 lA ('ONCLUSIONS The subsurface conditions encountered at the site are fairly erratic. Beneath a thin surface mantle of TOPSOIL our test borings encountered clayey NATURAL SOILS and FILL MATERIALS underlain by WEATHERED CLAYSTONE BEDROCK. WEATHERED CLAYSTONE BEDROCK was encountered at depths of 23 (twenty three) feet in Borin-, 1; 33 (thirty three) feet in Boring 2; and 26 (twenty six) feet in Boring 3. Initial groundwater was encountered at depths varyina, from 19 (nineteen) to 26 (twenty six) feet below the existing ground surface during drilling operations. Piezometric groundwater levels were rechecked on June 10, 1997, which corresponds to 1(one) day afrer drilling. At that time, the groundwater had stabilized at a depth of 6.8 feet in Boring 1 and 3. During drilling operations, a previously undetected agricultural drainage line was penetrated at a depth of approximately 6(six) feet in boring 2. Steady flow from this severed line resulted in surface water in Boring 2; ggiving a false groundwater level. It is our opinion that the proposed residential structures should be supported on straight shaft piers (caissons), which penetrate a minimum of 8(ei?ht) feet into the widerlying WEATHERED CLAYSTONE BEDROCK and extend a minimum of 36 (twenty six) to 36 (thirty six) feet below the bottom of grade beam elevation. Additional detailed pier design parameters are contained in Section 8.0 of this report. Page - 3 Floor slab design and construction recommendations, and the associated risk of movement that must be accepted by the Builder and Owner are discussed in Section 10.0. Additiona] detailed design and construction recommendations are contained in various sections of this report. 2.0 SCOPE OF STUDY This report presents the results offoundation studies at the site ofthree proposed residenceS to be located on Lots 1, 2, and 3 ofthe Marvel Minor Subdivision in Wheat Ridge, Jefferson County, Colorado (see Drawing I). The scope of this study was to: A} Briefly describe the subsurFace conditions encountered. B) Test the soil samples recovered. C) Analyze and evaluate the data obtained. D) Recommend the most suitable types and depths of foundations for the three proposed residences. E) Evaluate jroundwater conditions, soils construction sequences and procedures. The field work consisted of drilling a series of exploratory test burings, in order to obtain disturbed and relatively undisturbed samples for laboratory testing. The samples recovered were visually inspected, and various laboratory tests were performed on them to evaluate their physicai and mechanical properties. The soil parameters that we defined, in conjunction with results of observations made on Page - 4 the site, and our past experience with similar soils, under similar loading conditions were analyzed in order to reach the "Conclusions" presented in this report. 3.0 FIELD INVESTIGATION The field investigation consisted of drilling 3(three) exploratory test borings on the site, at the locations shown on Drawing 2. Our test borings were drilled using a truck-mounted auger-type drill rig The drill ri-, was equipped with a 4-inch diameter, continuous flight auger. The augers are used in cleacring the hole to the depth at which a soil sample and/or a Penetration Test is desired. The augers are then removed, and a 2-inch I.D. California Spoon Sampler is subsequently driven with blows of a standard hammer weighing 140 pounds and faliing a distance of 30 inches. The sample is first seated one inch into the bottom of the hole, and then driven an additional twelve inches. The number of blows required to drive the sampler the last foot, or a fraction thereof constitutes the Penetration Test. This Penetration Test (PT) is similar to the Standard Penetration Test (SPT) described in ASTM Designation D-1586-67 (Reapproved 1974). The Penetration Test, when properly evaluated, is an index to the soii strength and density of the material tested. The Penetration Test results are shown on the Log of Exploratory Borings (see Drawing 3). The boring locations were physicaily paced-off in the field, by Foundation Engineering Company, Inc., personnel. Boring elevations are referenced to an arbitrary datum elevation of 100', taken as the top-east-watermain on West 32nd Page - 5 the site, and our past experience with similar soils, under similar loading conditions were analyzed in order to reach the "Conclusions" presented in this report. 3.0 FIFr D INVE TI ATION The field investigation consisted of drilling 1 (three) exploratory test borings on the site, at the locations shown on Drawing 2 Our test borings were drilled using a truck-mounted auger-type drill rig The drill rig was equipped with a 4-inch diameter, continuous flight auger. The augers are used in cleaning the hole to the depth at which a soil sample and/or a Penetration Test is desired. The augers are then removed, and a 2-inch I.D. California Spoon Sampler is subsequently driven with blows of a standard hammer weighing 140 pounds and failing a distance of 30 inches. The sample is first seated one inch into the bottom of the hole, and then diiven an additional twelve inches. The number of blows required to drive the sampler the last foot, or a fraction thereof constitutes the Penetration Test. This Penetration Test (PT) is similar to the Standard Penetration Test (SPT) described in ASTM Designation D-158G-67 (Reapproved 1974). The Penetration 7est, when properly evaluated, is an index to the soil strength and density of the material tested. The Penetration Test results are shown on the Log of Ezploratory Borings (see Drawing 3). The boring locations were physically paced-off in the field, by Foundation Engineering Company, Inc., personnel. Boring elevations are referenced to an arbitrary datum elevation of 100', taken as the top-east-watermain on West 32nd Page - 5 Avenue. Boring locations and e(evations are adequate for the purpose of this report, but should be considered as approximate for another use. 4.0 S[TE CONDITIONS The project site is bounded on the south by West 32nd Avenue, on the north by an existing residence on Lot 4 of the Marve( Minor Subdivision and to the east and west by existing residential structures The general site topography is gentiy sloping form north to south and south to north toward Lot No. 2. We understand an original pond occurred on the site and was previously drained and filled. The lateral and vertical limits ofthe pond and subsequent fill thickness are unknown; although marshy vegetation occurs along the east perimeter of Lot No. 3. We additionally understand that agricultural drain lines trend through the site. During drilling operations on Lot No. 2, a previously unknown drain line was penetrated (at a depth of approximately 6), resulting in steady flow to the surface. The quantity, source and location of water feeding the line is unknown. However, all drain lines and/or unnatural sources of water mi.-rating into the project area must be eliminated; as excessive moisture could prove detrimental to future and/or existing and adjacent construction. The project site supports a moderate cover of perennial g-rass, shrubs and several mature trees. Other new residences, in the immediate area to the northeast, appear to be founded on caisson foundation systems. Paje - 6 5.0 SUBSURFA ONDITION The subsurface conditions encountered at the site are fairiy erratic. The detailed subsurface conditions encountered by our test borings are described in the Log of Borin.gs (see Drawing 3). The Legend and Notes necessary to interpret these logs are shown on Drawing 4 and 4A. Beneath a thin surface mantle of TOPSOIL, our test borings encountered NATtJRAL SOILS and FILL MATERIALS underlain by WEATHERED BEDROCK. Each of these materials and groundwater conditions are described in the following subsections. 5.1 TOPSOIL: This material was encountered at the ground surface in all borings. TOPSOIL is not suitable for support of structural loads or pavement structures. TOPSOIL should be removed form all buildin„ driveway and parkino areas. TOPSOIL can be used in backlot or waste areas, where it can be mixed with other NATLTRAL SOILS, if desired. the average thickness of the TOPSOIL was approximately 0.5 Feet. 5.2 NaTURAL SOI S(iN IiDINFI I MATFUret S)- Which consisted of CLAY. The CLAY was encountered beneath the TOPSOIL in all of our borings. The CLAY, contained a trace of root, was sandy to very sandy, moist to very moist, medium stiffto very stiff, brown and olive-brown mottled in color. The thickness of this strata varied from 23 (twenty three) to 33 (thirty three) feet. According to the Unified Soils Classification system (USCS), this CLAY classified as (CL) material. Aage - 7 5.3 WFATHFRED B DRO K Which consisted of WEATHERED CLAYSTONE BEDROCK was encountered underiyin- the NATLIRAL SOILS. The average depth ofthe top ofthe WEATHERED BEDROCK, was approximately 2; (twenty three) feet in BorinJ I, 33 (thirty three) feet in Borinu 2 and 26 (twenty six) feet in Boring 3. Weathered Bedrock is defined, colloquially in the Denver Metropolitan Area, as material havina the relic structure of the parent Bedrock, but havin., Standard penetration Test (SPT) results in the range of 15 (fifreen) blows per 6(six) inches to 50 (fifry) blows per 0(zero) inches. The WEATHERED CLAYSTONE BEDROCK, which was encountered underlying the NATURAL SOILS in all of our borings, was moist, medium hard to very hard and blocky, and dark gray to olive-brown mottled in color. 5.3 GRO iNDWATFR: Was encountered at depths varying from 19 (nineteen) to 26 (twenty six) feet below the existing ground surface during drilling operations. Piezometric groundwater levels were rechecked on June 10, 1997, which corresponds to I(one) day afrer drilling. At that time, the groundwater had stabilized at a depth of 6.8 feet in Boring 1 and During drilling operations, a previously undetected agricultural drainage line was penetrated at a depth of approximately 6(six) feet in borinl- 2. Steady flow from this severed line resulted in surface water in Boring 2; giving a false groundwater level. 6.0 LABORATORV TFCTIAi!` All soil samples recovered were physically inspected and classified in the laboratory by the P. )ject Soils Engineer. The testing program consisted of Page - 8 i , f1r A I performin; the following tests: Swell Consolidation, Natural Dry Density, Natural Moisture Content, Percent Fines, Atterberg Limits, and Unconfined Compressive Strength. Swell Consolidation Tests (see Drawings 5 through 7) were performed in order to determine the swell or consolidation potential of the various subsurface materials. Natural Dry Density, Natural Moisture Contents and Percent Fines Tests (see Drawings 8 and 9), were performed to determine the density and moisture content of the soil encountered, to evaluate some of its compaction characteristics, and to correlate its swell potential with other tests. Atterberg Limit Tests (see DrawinD 8 and 9), were performed to determine the water content which defines the various stages of soil consistency. These are the Liquid Limit (LL), where the soil behaves as a viscous liquid, the Plastic Limit (PL), where the soil begins to break apart and crumble and is no longer plastic. The difference between the LL and PL, defined as the Plasticity Index (PI), represents the range in water contents through which the soil is in the plastic state. These properties are also useful in classifying the soils according to the various Soil Classification Systems. Unconfined Compressive Strengths tests (see Drawing 8 and 9) were performed to determine the shear strength of the NATLIRAL SOILS and/or WEATHERED BEDROCK, which is useful in determining the bearing capacity of the material tested. 7.0 PROPOSED CONSTR[ICTION Page - 9 We understand the proposed construction will consist of three single family, detached dwellings to be located in the approximate center of each of Lot Nos. 1, 2 and 3 The proposed residences will be 2-story of conventional wood-frame, masonry and brick veneer or siding construction. Lower floor slab-on-jrade construction for the garden level basement is assumed to be at a depth of approximately 5(five) feet below the surrounding exterior ?rade as indicated on the Boring Logs (Drawing 3). Structural loads are considered to be light to moderate. 8.0 RE ID N FO NDATION 8.1 Gengra( The Swell Consolidation Tests (see Drawings 5 through 7) which we perFormed on representative samples, at insitu moisture content of from 122 to 19.7 percent, indicate that the NATURAL SOILS and/or FILL MATERIALS strata at foundation bearing depth, possess a swetl potential varying from +0.7% (swell) to +5.7°/a (swell) under saturated surcharge pressures of 200 psf. The swell pressures determined from these tests varied from 800 (eight hundred ) to 5,000 (five thousand) psf. The swelling pressure is defined as that pressure that must be exerted on the sample in order that no volume change occurs. Putential "swell damage risk" has been defined as follows: Page - 10 tim-ell Swelling Swell Potenti• 1 Pr rv ( p-f) n niaa R; t 0 0 \o 0 - 1 0 - 109) Low ~ - ~ i,(NN) • 5,(AN) Jlediiwi R • 20 o,00f1 - 10,(NN) IIigli (hr.r - 12 0 Ch•er - lO,INNI N'ere•Higli 8.2 Based on the table shown above, the "swelling damage risk" associated with the subgrade materials tested close to garage and garden level basement bearing depth can be classified as "medium" to " high". The future variable increase and/or decrease in swell potential will be inversely proportional to the decrease and/or increase in moisture content of the bearing soils. Buildin.-s founded on shallow or inadequately reinforced foundations, placed on swelling materials encountered at the site, could experience structural deformations when these materials are subjected to an increase in their insitu moisture content. STRAIC.HT SNAFT PTFRC !('eiccnNCI F'nritvnATrnXr evc~swX Based on the field and laboratory test results it is our opinion that the three proposed residences should be supported on straight shaft piers (caissons) drilled intu a relative stable moisture content strata (WEATHERED BEDROCK) and designed as follows: Lot No. 1(10845 Wect 32nd Avenue) A) Maximum End-Bearing on WEATHERED BEDROCK 22,000 (psf) B) Maximum Side Shear*: Z000 (pso C) Minimum Dead-Load Pressure: 15,000 (psf) D) Minimum Length Below Bottom of Grade Beams 2 6 E) Minimum Penetration into Page - I 1 WEATHERED BEDROCK: 8 (ft.) F) Minimum Pier Diameter 10 (io.) Lot No. 2(10855 Vb'est 32nd. Avenue) A) Maximum End-Bearing on WEATHERED BEDROCK: 20,000 (Psf) B) Maximum Side Shear*: 2,000 (Psf) C) Minimum Dead-Load Pressure: 15,000 (Psf) D) Minimum Length Below Bottom of Grade Beams: 36 (ft. ) E) Minimum Penetration into . WEATHERED BEDROCK: 8 (ft. ) F) Minimum Pier Diameter 10 (in.) Lot No.3 (10865 West 32nd. AvenW A) Maximum End-Bearing on WEATHERED BEDROCK: 20,000 (pso B) Maximum Side Shear": 2,000 (Psf) C) Minimum Dead-Load Pressure: 15,000 (Psf) D) Minimum Length Below Bottom of Grade Beams: 29 (ft.) E) Minimum Penetration into WEATHERED BEDROCK: 8 (fr.) F) Minimum Pier Diameter 10 (in.) *The side shear value applies to the portion of the pier shaft in the 8' socket in WEATHERED BEDROCK only, and a minimum of 5 feet below the bottom of grade beam level. If the minimum dead load pressure requirement cannot be achieved, the pier length should be extended beyond the minimum penetration to make up the dead load deficit. This can be accomplished by assuming one-half the maximum side shear given above acts in the direction to resist uplift. PaDe - 12 The bottom eight feet of the pier should be artifcially roughened prior to concrete placement, to assure a good bond between the concrete and the WEATHERED BEDROCK. The artificial roughening should consist typically of 6(six) or more shear rings, spaced approximately one foot center to center in the lower portion of each pier. Each shear ring should be approximately 3(three) inches deep and 1 (three) inches high. The shear rings are mandatorv in hiocky and ctiff fiur d BEDROCK that tends not to compress against the sides of the pier shaft. The shear rings will create resistance to any uplift pressures that may develop due to moistening of the upper swelling soils. Using the drilled pier type of foundation, each building column is supported on a single-drilled pier and building walls are supported on grade beams spanning between drilled piers. The load wiii be carried by the pier partially through end bearin-, pressure, and partially through friction between the side of the pier and soil. In addition, we recommend that a 6-inch air-space (void) be provided beneath all grade beams to allow for possible soil heave. The piers shouid be reinforced for their fiill length to resist possible uplifr (tension) forces which may develop. Pier reinforcement should be designed in accordance with building Code Requirements for Reinforced Concrete (ACI Standard 3 3 18-93). In general, normal pier reinforcement should include a minimum of three 5/8 inch rods (#5 bars), or one 95 rod for each 18-inches of pier perimeter. Grade 40 steel, or better should be specified for these reinforcement bars. An alternate, #4 bars can be substituted with prior approval of the Structural Engineer, if grade 60 steel Page - 13 is used. Piers that cannot meet the minimum dead-load requirement should have the tension steel increased 50% to minimize tension damage. 9.0 i ATERAL EARTH PRFSSURES Foundation walls are normally designed to be faidy rigid (unyielding), and should therefore be designed for "at rest" lateral soil pressures. WEATHERED CLAYSTONE BEDROCK should not be used as wall bachfilt. Foundation wall backfill will generally consist of the CLAY on-site surface soils. These materials should be placed in 8-inch maximum loose lifts, at a moisture content within 3% of the Optimum Moisture Content, and compacted at 90% to 93% of the Maximum Dry Density as determined by the Standard Proctor Test (ASTM-D-698). Rigid foundation walls backfilled in this manner should be designed for an "at rest" (ko) lateral earth pressure of 65 (sixty five) pcf. Equivalent Fluid Pressure (EFP), plus surcharge pressures and hydrostatic pressures, where applicable. It should be understood that where "high" expansive and moist CLAY are removed from the basement excavation, stockpiled in large chunks and allowed to desiccate; the swell potential of these materials wifl become "very high" and erratic. Unless basement wall backfill is properly moisture conditioned and compacted during replacement, voids in the backfill and erratic swell pressures will inevitably occur. Surface water migrating through the voids, will consolidate the backfill and induce "high" swell pressure against basement walls. Therefore, it is mandatory that walt backfi(I be replaced in its original state of moisture and relative density. Page - 14 10.0 FLOOR SLAB CONSTR[ICTION The subsurface materials encountered by our test borings have sufficient strength to support slabs-on-grade. However, as discussed before, the soils have a"high" swell potential of expansion upon wetting. Therefore, the Owner and Builder should realize that if slab-on-jrades are constructed, he is accepting a high risk of floor slab heave if the soils become wet. This is of particular importance where slabs are constructed in a potential high groundwater area. The actual slab heave or consolidation that will occur is very difficult, if not impossible, to predict accurately because these slab moments depend on evapotranspiration cycles, surface and subsurFace drainage, swell index and/or pressures and soil suction values. The actual time of year during which the slab- on.grade is constructed has been found to have a larae influence on future floor slab movements. Swelling soil (Montmorillonite Clays) are fairly common in the Denver Metropolitan Area. Builders have come to accept the consequences of the swell potential contained in these clays as fairly normal, and are unfortunately no longer alarmed by estimates offuture potential slab heaves. Slab heaves or settlements are normally defined in terms of "total" and "differential" movement. "Total" movement refers to the maximum amount of heave or settlement that a slab can experience. "Differential" movements are tmequal "total" movements over short horizontal distances, and are arbitrarily determined to be one-half of the "total movement. Page - l5 Our analysis indicates that placing floor siabs on the undisturbed materials at insitu moisture contents could result in "tota( heave" on the order of 3.4 inches, and "ditferential" movement on the order of 1.7 inches. However, if these materials were allowed to dry-back prior to pouring of the concrete floor slab, "total heave" could be on the order of 5.00 inches, and"differential" movement on the order of 2.5 inches. A structural floor slab or floor joist system is the only safe and recommended way of constructing lower basement floors on this site. In this method, the floor is supported on grade beams the same as the main stricture. The floor is designed with a crawl space under the floor and is not affected by soii movements. A minimum void space of 20 (twenty) inches should be constructed below the bottom of any part of the structural floor and the area should be mechanicaliy ventilated. An alternate which is usually satisfactory, is to fill the site, beneath the proposed -arage floor slabs with non-expansive and impervious FILL MATERIALS. This alternate requires that only non-expansive and impervious FILL MATERIALS occur to depths of 3 to 4 feet, below the proposed garage floor slab elevation. If this procedure is followed then garage floor slab movements can be mitigated but not totally eliminated. Slab-on-grade heaves for the proposed structures have been estimated as follows: Estimated Heave (inches) "Total" "Differential" Mnvement Movement Page - 16 A) Floor slab built over existing CLAY: 3.4 1.7 B) Floor sl:tb build on 3 feet of non-swell potential replacement materials: 1.4 OJ C) Floor slab built on a 4 feet of non-swell potential replacement material: 0.7 0.4 The Builder and/or Owner must assess the risk and range of floor slab-on-grade "differential" movement that he is willing to accept and place FILL MATERIAL thickness accordin.gly. The placement of the FILL MATERIAL shouid not extend beyond building lines. As the non-expansive FILL MATERIAL wiil be move permeable than the insitu CLAY, surface water con be transmitted beneath the slab. Only non-expansive and impervious FILL MATERIAL meeting the following general soil index parameters should be used: A) Liquid Limit: 0.0% to I S% B) Plasticity Index 0 to 10 C) Minimum % passing the #200 sieve (binder): 20% to 35% D) Swell Index under 50 psf surchar.ge: Zero This FILL MATERIAL should be compacted to at least 95% of its Maximum Dry Density, and within 2% of its Optimum Moisture Content (OMC), as determined by the Standard Proctor Test (ASTM D-693). The Builder and/or Owner should realize that althou.-h several feet of non-expansive FILL MATERIALS have been placed, there still exists potentially expansive materials below this zone. When materials deeper than the F[LL depth experience an increase in their moisture Page - 17 content, they may expand and cause the upper soils and slabs-on-jrade to heave. If the Builder and/or Owner are aware of the consequences and still elect to place floor slabs directly on the existing subgrade materials or similar locally expansive materials, we can onlv recommend that the following series of precautionary measures be undertaken to help reduce the swel] potential and minimize the structural damage should wetting of the subsurface materials occur: A) Design and construct the floor slab to move independently of all bearing members (floating slab construction). Provide joints around columns and every 5 to 10 feet, center to center in the floor slab area. The Builder and/or Owner should realize that cracking of the slab-on-grade will occur. We recommend that 5(five) inch thick unreinforced slab-on-grades be used, that provide approximately 56% grater fleYUral strength than 4(four) inch mesh-reinforced slabs. If it becomes necessary, unreinforced slabs are easier to cut and replace after heave damage. B) A minimum 3-inch "void" should be provided below non-bearing buildina, partitions. Doorjambs, drywall, etc., should not rest directly on the slab-on- grade, as heaving of the subsoils could cause dama~ge to these components as well as other portions of the structure. As an alternate, non-bearing buildinu partitions may rest on floor slabs, if a slip-joint is provided at the top oFthe partitions. The slip-joint must be designed and constructed in such a manner so that anticipated slab movements will not be transmitted through the partitions to the upper structural members of the residence. C) Furnace units resting on floor slab-on-grade, should be provided with duct collars apable of accommodating 4(four) inches of heave Page - 18 D) Hot water heaters resting on floor slab-on-grade, should be provided with flexible water and gas connections. E) Keep the excavated surface moist prior to floor slab concrete placement. Soils exposed beneath floor slab areas shouid not be ailowed to dry out and should be maintained at, or above their natural Optimum Moisture Content (OMC) by sprinkling if necessary. F) A moisture barrier such as Visqueen overlain by 3 inches of clean concrete sand should be used if floor slabs are placed on the existing materials. This system, placed beneath the slab will distribute floor loads and allow the concrete to drain above and below to negate curling. If non-swell potential granular soils are placed below the slab, a 4-inch crushed gravel layer is recommended to deter capillary rise and accommodate shrinkage stress as the concrete cures. 11.0 SURFA AND Si1RSi1RFAl'F nuerNSGF Based on the assumed lower floor slab elevation, and garoundwater conditions during the subsurface investigation, dewatering of the site during basement excavation may not be required, However, as discussed in Section 5.4, the GROUNDWATER is shailow and it is anticipated that a higher "perched" tyroundwater level could occur sometime in the future. The Builder should consider elevating the building pads at least 3(three) to 4(four) feet above the existing grade with imported FILL MATERIAL and/or eliminating the basement (below existing grade). P_age - 19 E) Roof downspouts should discharge on splashblocks extendin~g well beyond the building lines. Good drainage should be maintained at all times at the points of discharge of the downspouts. F) All utility line backfill should be compacted to at least 95"/0 ofthe Maximum Dry Density, as determined by the Standard Proctor Test, within 2(two) points of the Optimum Moisture Content. Utility lines in this area should be backfilled with materials (similar to the insitu clayey soils). G) All pressurized water lines below the floor slab shouid be tested prior to, and immediately after backfiil operations. Any water leaks should be corrected immediately. 11.2 SURFACE DRAINA('E Permanent dewatering measures should include a subsurface peripheral drain (french drain) tied to a sump-pump or suitable outlet not subject to freezing. The subsurface drainage system should be placed at least 8-inches below the concrete floor slab-on-grade elevation, or in the bottom of the excavation in the overexcavation and non-expansive impervious FILL MATERIAL replacement alternate, or 8-inches below the bottom of the craw] space subgrade (structural floor) alternate. The drain system should be "exterior" for slab-on-grade construction and "interior" otherwise. The subsurface drain should typically consist of a perforated 4-inch diameter, drain pipe wrapped in a geofabric such as Typar, Mirafi or Filter Slec le to prevent the Page - 21 fine grained clayey soils from cloggine the system in the future. The pipe should be surrounded top and sides by at least one pipe diameter of free draining gravel. If a slab-on-sirade is constructed in the basement, we recommend that an interior dendritic drainage system or drainage laterals on approximately 8(eight) foot centers be incorporated into the peripheral drainage system. The purpose of the dendritic drain and/or laterai is to shorten the drain flow path and intercept groundwater beneath the center of the slab so that it is transmitted to the peripheral drain. Exterior basement walls should be properly waterproofed to avoid possible absorption and dampness in the future. 12.0 STRLJCTURA FI . The following general compaction specifications should be observed on this site. A) "NO'V-EXPANSiVE MATFRiAi (IMPORTED UB AB FI AREA COMPACTION MOI T F ONT NT* a) Below floor slabs 95% or better Not drier than 2% the Optimum Moisture (OMC) b) Foundation backfill Not Recommended Not Recommended c) Landscape areas 90'% or better Not drier than 2% below the (ONIC) * Standard Proctor Test (ASTM D-698) Page - 22 B) "HIGH" EXPAN IV MATFRIAI S(ON SITE C't sY MATERIAI. k AREA COMPACTION MOISTiJRE ('ONTENT* a) Below floor slabs Not Recommended b) Foundation backfill 90% to 93% Not Recommended 3% below to 3% above the (OMC) c) Landscape areas 85% or better 2% below to 3"/0 above the (OMC) * Standard Proctor Test (ASTM D-698) We recommend that very close compaction and moisture control be kept of earthwork construction and fill operations on this site in order to minimize future potential consolidation and/or swell damage. 13.0 DESIGN AND ('ONSTR i TION D TAI The following design and construction details are also recommended: CAISSONS A) The upper portions of the piers should be kept smooth to reduce the adhesion between the swelling materials and the piers. Care should be taken to avoid enlarging (mushroomin,-) of the piers at the top. If this occurs, it may be necessary to use Sonotubes to constnict straiuht shaft caissons. Page - 23 B) Caisson hoies should be cleaned of all loose material and poured immediately after drilling If more than 2 inches of water is present in the bottom of the hole, the caisson should be dewatered prior to concrete being placed. C) The bottom 8(eight) feet of the caisson should be artificially grooved with shear rings prior to concrete placement, to assure a good adhesion bond between the concrete and the WEATHERED BEDROCK bearing strata. D) We recommend a full-time inspection of caisson drilling operations by our Soils Engineer or his representative who is familiar with the subsurface conditions. He will observe that adequate and exact caisson penetration in the WEATHERED BEDROCK has been accomplished and that the caisson hole has been shear ringed, properly cleaned and dewatered prior to concrete placement. E) The Caisson Contractor should be advised well in advance of pier construction that casing will be required, the swivel tooth method of shear ring installation (probably beneath the casing in most piers) is manatorv and the "tremie" pump-truck method of concrete placement is recommended He should additionally be advised that a high-torque, long stroke capacity drill rig wiff be required to penetrate to WEATHERED BEDROCK depth and have the capability of swinging casing- 14.0 M NT TYP No Soluble Sulfate Tests were performed for this analysis. However, our past experience in thi<. area indicates that Soluble Sulfate concentration are possible and Page - 24 therefore, as a precautionary measure, we recommend that sulfate resistant cements (Type II, Type II Modified or Type V) be used in all cement exposed to the EXISTING SOILS or IivIPORTED FILL MATERIALS on the site. Sutfate solutions react with tri-calcium alumina hydrate, which is a normal constStuent of cements, forming calcium sulfoaluminate hydrate with an accompanyin~g substantial expansion which caused crackin- and disruption ofthe concrete mass when exposed to these sulfates. Sulfate reactions are trigGered and accelerated by the presence of percolating surface waters. It is commonly accepted that sulfate expansion problems should be anticipated whenever the environment in contact with the concrete mass contains sulfate solutions in concentrations in excess of 0. ] 0 percent. When sulfate concentrations in excess of 020 percent, the use of Type II, Type Modified or Type Vi cement is mandatory. With the exception of Type V, it is our understanding that at the present time there are no price premium charged for the use of these sulfate resistant cements. 15.0 MI L ANEO The analysis and recommendations submitted in this report are based upon the data obtained from the 3 (three) soil borings performed at the locations indicated on Drawing 2. In any foundation investiPtion, it is necessary to assume that foundation conditions do not chan.-e g-reatly from those indicated by our exploratory borings. This report does not reflect any variati ns which may occur. Page - 25 The nature and extent of variations in the subsurface soil profile may not become evident until the course of future construction. For this reason, we consider it mandatory that our Soil Engineer, or a representative of our firm, who is familiar with the subsurface conditions, observe the caisson foundation and all earthwork construction operations and perform appropriate soil tests. If variations are encountered, then it may be necessary for a re-evaluation of the recommendations contained in this reports. Ifunforeseen subsurFace conditions are encountered, we should be notified immediately. In the present report, we have presented judgment based partly on our understanding of the existing new construction and partly on the data we have obtained. This report meets or exceeds professional standards expected for reports of this type, in this area. Our company is not responsible for the conclusions, opinions or recommendations made by others based on the data we have presented. 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J > > ~ ~ ~ ~ ra m 0 0 R7 N rn COMP SWELL (`X) l1 N + O i--N W r ~ COMP SVJELL I 1 I I O i-- N W ~r F W N F+ N N Z~ 0 ~ r ~ O ~C ~Z ~ V ~ N r,i c~ n r ~ ~ - e •c m v, m w o. a 0 0 ~ r C C o N N o r H n R n O 9 a ~ O 3 O O rt ~ rt F- H (D o a rr cT r n m r a n r D 2 ~ ~ m n ~ Z C ~ ~ m m 0 N m ~ Q ~ 0 Z m ~ O ~ ~jo r D ~ ~ I N y 000 O ~ Z ~ f v T ~ H ~ COMP SV✓ELL I fo D ~ ~ r m O m ~ ~ C ~ m ~ ~ ~ 0 D v v r m ~ ~ N c do m ~ t J M a s C) ~ 7 n m COMP - SWELL I I I 1 I I O ~ ta O~ (n -p- ' W N 1-~ N ~ W W N r ~ ~o ~ ro o a ~ V V V N N ~yC vcm m N G~' w ~e ~ • a `C N ~ w ~ o c r ~ W ~ C N p O (~p O o g v R r* p O N ~ z m o a n rt ~ c~ r m r v a. n r D = ~ ~r m 3 Z ~ v m ~ N m ~ ^ m O r ~ ~d o ~ V O O ~ T s ~ D ~ r m 0 y O N C ~ m ~ O' D v ~ r m ~ ~ ~ m ~ c ~ m ~ ~ i COMP $WELL N I v O r+ N W 41 l.n O~ a D v x ~ w m ~ w a ~ a ~ c C C U r ~ i ~ ~ ~ a ~ ~ ~ ~ COMP SWELL I ~ I I ~ T ln .4 W N r ~ ~ N z 3 ° c 0 i ~ ~~a ~ ~o ~ o ~ `O ~ F ~ d y ~ W ' i ~ v w w c r 00 ~ m a µ ~ c. o 0 0 P1 F~ ~ v m w r m m ~n 3 o 0 o r 0 ~ y ~ v r N h7 O y ~ ~ 41 F ~t n ~ O ~ m ~ n ~ 0 . o ~ v y i - rn ~ ~ ~ ~ ASTTf D-3282 ~c V w cn m R + (D T ~ H CLASSIFICATION W F+ O M y a w o ov rn v Cy M ~ 0 a o c ~ n N ln O N 9 y 9 O O H W ftl Lz7 o w co c a p ~ a ~ y c m m M c~ G ~ "'3 m ~ a a E - ~ A ~ S , m BORING NO. SAMPLE NO. F DEPTH (FEEf) c~ n c~ c~ n ~ SAMPLE NPE (SEE NOTE 1) F- o F- ~ lJl 1-+ N NATURAL DRY w i~ o+ o+ o DENSITY (pcf) ~o F NATURAL MOIS1l1RE O O ln O J O FINES N o N N ~ r D n N N N ~ ~ m ~ ~ y m N r V' ~ SWELL AND/OR F CONSOLIDATION . ~ m Qu ~psf) 0 0 SOIL n c~ ~ . ~ 0 9 t- 9 r 9 n t + 9 0 ~ F+ C~p ~ 7~ ~ ~ .y O d[ i] F - N O ~ ~ x° a 00 14 O y 7 C ~ z 1 A ~ rt . 00 [•1 ~ rt . 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