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Home My WebLink About3882 Union Courti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:e Permit Number: 4 ❑ No one available for inspection: Time AM/PM Z_ ; Re -Inspection required: Yes (No 1__..J When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _- -- Job Address: - Permit Number: 1 ❑ No one available for inspection: Tim AM/PM Re -Inspection required: Yes When corrections are complete, schedule re -inspection online. Date 114 Inpector. DO NOT R; ` E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: i �E Job Address: Permit Number:`' e i; j 6a S '-t r ❑ No one available for inspection: Time iii "y: AM/PM r Re-Inspection required: PYe / No k a' When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division �r (303) 235-2$55 Office INSPECTION NOTICE Inspection Type: Job Address: - O:� Permit Number: 41 1-1 -1,,- ,(EinSO{C -1-Le-11- AM/PM LlNo one available for inspection: Time Re -Inspection required: Yes No *When corrections are complete, schedule re -inspection online. Date t� 1 Inspector: :-F DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:.-� Job Address: 'r Permit Number: i ❑ No one available for inspection: Ties` ; --C_ M/PM Re -Inspection required: Yes CVCo j When corrections have been made schedule for re -ins p lora o lt�ine at: http✓/www.ci.wheatridge.co.uslinspec a� nsper / '`� City of Wheat Ridge Residential Detached Garage PERMIT - 202001254 PERMIT NO: 202001254 ISSUED: 08/06/2020 JOB ADDRESS: 3882 Union Ct EXPIRES: 08/06/2021 JOB DESCRIPTION: Construct detached garage with electrical - 270 sq ft total **REVISION: Add electrical service change on main house to allow breaker space for garage subpanel - Added valuation: $2,250.00 *** CONTACTS *** OWNER (303)335-7716 MATTHEW J 0 CONNELL TRUST GC (303)335-7716 KIRK MCCONNELL 130131 MILE HIGH CUSTOM BUILDERS, LLC SUB (303)524-4251 TRAVIS NEIBERGER 202241 ABSOLUTE ELECTRICAL LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 24,250.00 FEES Total Valuation 0.00 Plan Review Fee 256.43 Use Tax 509.25 Permit Fee 442.05 ** TOTAL ** 11207.73 *** COMMENTS *** *** CONDITIONS *** Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1* � � i City of Wheat Ridge �� Residential Detached Garage PERMIT - 202001254 PERMIT NO: 202001254 ISSUED: 08/06/2020 JOB ADDRESS: 3882 Union Ct EXPIRES: 08/06/2021 JOB DESCRIPTION: Construct detached garage with electrical - 270 sq ft total **REVISION: Add electrical service change on main house to allow breaker space for garage subpanel - Added valuation: $2,250.00 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties 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 original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: apcx=�6t_ Job Address: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes -No When corrections have been made, peedule for re -inspection online at. http✓/www.ci.wheatridge.co.us)rinspeotio —,--:::Z--'-. DX20_4�1��Jtlspe i CITY OF WHEAT RIDGE Building Inspection Division ►/ (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ` c;�Zzng� .h. ❑ No one available for inspection: Ti CM/PM Re -Inspection required: Yesf When corrections have been made; schjdule for re -inspection online at: httpzlAvww.ci.wheatridge.co.u-q)linspectio y' -�.N DA), ns etc C ly ()f C.t?I��11�1i INt t'r' I-it.l�t t ()t'Mt�t�,l.t. SUBCONTRACTOR AUTIMRIZATION.FORM 1 lectrical SubcoOractor l'llis I'M -111 lilllst he collipleletl & sigile(l I)N Ilic EA,EC RICAL Stili( ONTRACTOR hci kwinlimg ciccti ic.il N%Ork mi site. Suhcorltraclol-'s insurance incl IICCnSC must he uh tl1 Mate to 1 permit issuance. Project .Address: `� �.2- .- _l._ d,-- �---�5��-0 General Contractor M l clb l 1q; 61� 5 f ------- _&_L FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name:AZS'o lu i,-- E/ec7ric. L�Contact Phone #: 303 - 52. � Wheat Ridge Contractor License 9: State License #: Master License #: !'►'IE, 00 2-0q SD vao Mz/ L -p --r -e— r Printed Name of Authorizid Agent (required field) J, V, I 5 Ne, / I Lr) - 2-0 Z o Sig ature of Authorized Agent Date 3OIION SIHI 3AOW36f ION 00 :ao}oadsul 4 0 -rr--� <'�1 :ale(] uoi;oadsuysn -oo •a6p!jjuagm •►o mmmlydM y :ju aWluo uoijoedsui-ar aoj alnpattos `apew uaaq aAuq suoi;oaaaoo uayM. oN SGA :paainbaa uoi}oadsul-ail INd/INV �1 ;' & j awl -L :uoi}oodsui aol algqiana auo ON r 1, :aagwnN Iluaaad , u n :ssaippV qof S 1 :adA.L uoijoadsul 331ION N01133dSNI 031110 sssz-98Z (EOE) uoislnla uoijoadsul 6uiplln8 , 3Ja1a 1V3HM d0 A110 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t-) i ? ` 1� Job Address: C-) to r Permit Number: J U ✓ �' � f r2 r'vv� c a ( t r, )c ct .o ..7A - L) l ❑ No one available for inspection: Time i AM/PM Re -Inspection required: des No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. whea tridge. co. usfnspection Date: ' ` ` ,y Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ,--_. Inspection Type: ) Job Address: (') - Permit Number:��. ❑ No one available for inspection: Time i 1 �O AM/PM Re -Inspection required: Yes Ncj When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co.usrnspection .0 Date: Inspector: DO NOT REMOVE THIS NOTICE e i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: C! C., Job Address: -4, Permit Number:-'C�.c1. Y P , ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes tNo When corrections have been made, schedule for re -inspection online at; http✓/www. ci. wheatridge. co. uslinspection Date: %>. i " U- a Inspector:—L,.-,- DO nspector:L,DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Detached Garage PERMIT - 202001254 PERMIT NO: 202001254 ISSUED: 08/06/2020 JOB ADDRESS: 3882 Union Ct EXPIRES: 08/06/2021 JOB DESCRIPTION: Construct detached garage with electrical - 270 sq ft total *** CONTACTS *** OWNER (303)335-7716 MATTHEW J 0 CONNELL TRUST GC (303)335-7716 KIRK MCCONNELL 130131 MILE HIGH CUSTOM BUILDERS, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 256.43 Use Tax 462.00 Permit Fee 394.50 ** TOTAL ** 1,112.93 *** COMMENTS *** PROJECT VALUATION: 22,000.00 *** CONDITIONS *** Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (251) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. City of Wheat Ridge Residential Detached Garage PERMIT - 202001254 PERMIT NO: 202001254 ISSUED: 08/06/2020 JOB ADDRESS: 3882 Union Ct EXPIRES: 08/06/2021 JOB DESCRIPTION: Construct detached garage with electrical - 270 sq ft total 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 pennIt. I further attest that I am legally authorized to include all entities named within this document as parties 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 thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 is ice or granti f a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appl ab co e or any dinance 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. [ity of Whent Ridge C9/O6/2O2U O?/12 C0BA �unstruct dotoched g "DAO2315? AMOUhT ;p��P 3882 Uuinn Ct 856.5O APPL/PERMlT NO� 2U2OO1254 P4YMENT RECEIV[D AMOUNT �v / 6642 856.5O o|/R^ CODE� 7927R253 `�rAL 856,5O From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) Date: Monday, July 6, 2020 6:52:24 PM Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3882 Union Ct Property Owner Name Matthew O'Connell Property Owner Phone 303-210-1927 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email matt@oconnellproperty.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Electronic -Payment -Form. odf CONTRACTOR INFORMATION Contractor Business Mile High Custom Builders Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) 130131 Ki�xacx>.�r`� Contact Email Address milehighcustombuilders@earthlink.net for Questions/Comments Retype Contractor milehighcustombuilders@earthlink.net Email Address DESCRIPTION OF WORK Detailed Scope of Work - Example: Detached Garage with Electrical; Unconditioned shed Square Footage of Accessory Structure Engineering Letters and Other Letter Size Attachments Construction Plans scanned on 11'x17" or larger Detached Garage with electrical 270 OConnell Garaae Plan 7+1+20.odf OConnell Site Plan 7+1+20.odf Project Value (contract 22000 Valuation of $22,000 OK 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 Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Kirk McConnell Permit 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. Email not displaying correctly? View it in your browser. RESIDENTIAL Address: 3882 Union Court Lot Size: 47,916 (Assessor) sq. ft. Property in the flood plain? No Subdivision: Prospect Ridge Amd 1 Related Cases: Rev. 09/2017 Permit- Plan Review Worksheet Zoning: A-2 Lot Width: 118.5 (site plan) ft. If yes, notify PW Floodplain Administrator and add surveying condition FLD Any conflict? (Y/N) Yes 3Q' cce a ronRt a stern re side 11Uroe line Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 25 % 11,979 sq. ft. Existing Improvements (footprints): House: -5460 sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing 5,460 sq. ft Lot Coverage 11.4 % Required Setbacks: FR 30' S 30' Provided Setbacks: FR 326' S 32' Proposed Improvements (footprints): House/addition: 5,460 sq. ft. Shed: sq. ft Detached Garage: 270 sq. ft. Other: sq. ft. Proposed+Existing 5,730 sq. ft Lot Coverage 12 % S 15' R 10' S - R 12' For additions or new construction, is the structure within 2 feet of minimum setbacks? N/A If yes, add surveying condition FND. Maximum Height: 35 ft. Maximum Size: 25% sq. ft. Proposed Height: 12'9"(tallest) ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) NO If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 -applies to all single-family structures (new, addition, accessory) in R-1 C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? No If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = °% increase If any box above is checked... For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) t] For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. t] In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ® For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway / 70 = (round up for required trees) Street trees required: Street trees provided: ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. Reviewed for Zoning Compliance by the ► A City of Wheat Ridge Planning Division J� APPROVED BY; - DATE: July 23, 2020 COMMENTS: Approved with conditions The first 25' of a driveway from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public Works for ROW Permit 303-235-2861. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. ,r Foot i f r� /f ti le I © _`) r w 1 a" ;if., r9...T9��,G*a✓7-xS'"`�✓7�.� ��"4i ^. 066 �r y \r. �' Y '`z 1 r " �_ t t` < , , fi LANDSCAPE LAN �1 4 1 DETENTION POND i I I M LLI Io) I I I I I I f I I I I saw OOOP 000, 0000 l - - u S A I e% I "V � 1 A K I ARC/ 1 I t u I U SURVEY PROVIDED BY: JEHN & ASSOCIATES, INC. 5855 WADSWORTH BYPASS ##100 ARVADA, COLORADO 80003 111 :[CTA LOT 7 PROSPECT RIDGE, AMMD. NO. 1 CITY OF WHEAT RIDGE COUNTY OF JEFFERSON STATE OF COLORADO ADOPTED CODES TERNATIONAL RESIDENTIAL CODE, 2012 EDITIO IN ATIONAL MECHANICAL CODE, 2012 N INTERN NAL PLUMBING CODE, 20 ITION INTERNATIO ENERGY CON ATION CODE, 2012 EDi EDITION NATIONAL ELECT L 2014 EDITION INTERNATIONAL F .... "CODE, 2012 EDITION INTERNATIO kCI=IRE CODE, .. 2 EDITION OF WHEAT RIDGE AMENDMENTS THE 2012 INTERNATIONAL BUILDING COD DRAWING INDEX AK DRAWING INDEX, PROJECT DATA, ARCHITECTURAL SITE PLAN, GENERAL PR T NOTES A1.0 TING/DEMO LOWER LEVEL FLOO N A1.1 PRO D LOWER LEVEL FLOO N A2.0 EXISTING O MAIN LEVE OOR PLAN A2.1 PROPOSED MA EVE " _OOR PLAN A3,0 EXISTING/DEMO OPOSED ROOF PLANS A4.0 EXISTING/DE LEVA S A4.1 PROPO FRONT & RIGHT RIOR ELEVATIONS A4.2 PR SED REAR & LEFT EXTERI LEVATIONS A5.0 ILDING SECTION & EXTERIOR DETA E PROPOSED LOWER LEVEL ELECTRICAL P 2.0 PROPOSED MAIN LEVEL ELECTRICAL PLAN ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections GENERAL NOTES INTERNATIONAL RESIDENTIAL CODE GENERAL CONDITIONS: THERMAL AND MOISTURE PROTECTION: i O - PERMIT DRAWINGS: O - PROVIDE DAMPPROOFING OR WATERPROOFING OF ALL THE ARCHITECT HAS BEEN CONTRACTED TO PROVIDED FOUNDATIONS PER SOILS REPORT AND/OR SECTION R406. LIMITED SERVICES. IN REGARDS TO THE CONTRACT 0.32 j DOCUMENTS, THE ARCHITECT WILL PREPARE THIS SET OF O - CLASS I OR It VAPOR RETARDERS ARE REQUIRED ON THE PERMIT DRAWINGS ONLY. ALL OTHER COMPONENTS OF THE INTERIOR SIDE OF FRAME WALLS IN ZONE 5. CONTRACT DOCUMENTS ARE BY THE BUILDER OR THE THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS BUILDERS CONSULTANTS INCLUDING: SPECIFIED: A. STRUCTURAL, MECHANICAL, CIVIL AND ALL OTHER CLASS 1: SHEET POLYETHYLENE, UNPERFORATED TYPES OF ENGINEERING SERVICES ALUMINUM FOIL B. FINISHES & FIXTURE SELECTIONS CLASS 16: KRAFT -FACED FIBERGLASS BATTS. C. PROJECT SPECIFICATIONS POSITION & WHOSE BOTTOM EDGE IS LESS THAN 69' D. SOILS TEST & ENVIRONMENTAL REPORTS O - WALL FLASHING: E. SITE SURVEYS AND PLOT PLANS APPROVED CORROSION -RESISTANT FLASHING SHALL BE 2.5% AWAY FROM THE STRUCTURE FOR THE FIRST 10', APPLIED IN A MANNER TO PREVENT ENTRY OF WATER INTO O - THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE THE WALL CAVITY OR PENETRATION OF WATER TO THE OWNER'S SELECTION OF ANY SPECIFIC PRODUCT, , BUILDING STRUCTURAL FRAMING COMPONENTS. THE MANUFACTURER, OR METHOD OF INSTALLATION NOT FLASHING SHALL EXTEND TO THE SURFACE THE DOCUMENTED IN THE CONSTRUCTION DOCUMENTS. THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION LOCATIONS PER MEANS, METHODS, TECHNIQUES, SEQUENCES OR 1. EXTERIOR W NDO OO OPENING PROCEDURES, OR FOR SAFETY PRECAUTIONS AND 2. AT THE INTERSECTION OFF CHIMNEYS OR OTHER SEC PROGRAMS IN CONNECTION WITH THE WORK, MASONRY CONSTRUCTION W/ FRAME OR STUCCO OF THE OPEN SIDE. WALLS, W/ PROJECTING LIPS ON BOTH SIDES UNDER O - CONSTRUCTION PHASE SERVICES: STUCCO COPINGS. THE ARCHITECT IS NOT CONTRACTED FOR CONSTRUCTION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR PHASE SERVICES INCLUDING: METAL COPINGS AND SILLS. A. REVIEW OF SHOP DRAWING AND PRODUCT 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD OR SUBMITTALS HARDBOARD/FIBER-CEMENT TRIM. B. CONSTRUCTION OBSERVATIONS CONSTRUCTION 5, WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH G. OF THE CONSTRUCTION CONTRACT OMOPAYMENT TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME INCLUDING APPLICATIONS CONSTRUCTION. O - CLARIFICATIONS & RFI'S: 6, AT WALL AND ROOF INTERSECTIONS IN THE EVENT THAT ADDITIONAL DETAIL OR GUIDANCE IS T AT BUILT-IN GUTTERS NEEDED BY THE OWNER / BUILDER, CONTRACTOR OR O -ROOF FLASHING: SUBCONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF FLASHINGS SHALL BE INSTALLED IN A MANNER THAT THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF ARCHITECT, FAILURE TO GIVE A SIMPLE NOTICE SHALL THROUGH JOINTS IN COPINGS, THROUGH MOISTURE RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR THE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH CONSEQUENCES. ANY DISCREPANCY OR AMBIGUITY PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE DISCOVERED BY THE USE OF THESE PLANS SHALL ROOF PLANE INCLUDING THE FOLLOWING LOCATIONS PER REPORTED IMMEDIATELY TO THE ARCHITECT. CHANGES 8903 AND 8905: MADE FROM THE PLANS WITHOUT THE CONSENT OF THE 1. WALL AND ROOF INTERSECTIONS ARCHITECT ARE UNAUTHORIZED AND SHALL RELIEVE THE 2. WHEREVER THERE IS A CHANGE 1N ROOF SLOPE OR ARCHITECT OF RESPONSIBILITY FOR ALL CONSEQUENCES DIRECTION ARRIVING OUT OF SUCH CHANGES, 3. AROUND ROOF OPENINGS O - PROJECT TO BE BUILT FROM "CONSTRUCTION ISSUE" O - THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SET OF DRAWINGS , SEALED TO LIMIT INFILTRATION. THE SEALING METHODS O - ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR OTHERWISE, DIMENSIONS TAKE PRECEDENCE OVER DIFFERENTIAL EXPANSION/CONTRACTION. DRAWING - DO NOT SCALE! O - WHERE NECESSARY, OR AS DIRECTED BY CONTRACTOR, CODES AND REFERENCED STANDARDS: PROVIDE EXTRUDED POLYSTYRENE IN LIEU OF BATT INSULATION, BEHIND, BENEATH, OR ADJACENT TO PLUMBING, O - CURRENTLY ADOPTED CODES: MECHANICAL, AND ELECTRICAL SUPPLIES, RETURNS, AND + INTERNATIONAL RESIDENTIAL CODE, 2012 EDITION OTHER DISTRIBUTION LINES AND FIXTURES TO ENSURE THE • INTERNATIONAL ENERGY CONSERVATION CODE, 2012 MINIMUM INSULATION VALUES ARE STRICTLY ADHERED TO IN EDITION ALL LOCATIONS. IN ALL INACCESSIBLE OR ENCLOSED AREAS • NATIONAL ELECTRICAL CODE, 2014 EDITION OR AREAS THAT MAY BE INACCESSIBLE OR MAY BE + ICC/ANSI A117.1-2009 ENCLOSED, PLACE EXTRUDED POLYSTYRENE INSULATION • CITY OF WHEAT RIDGE AMENDMENTS IMMEDIATELY PRIOR TO PLACING THE PLUMBING, THE TOP AND BOTTOM OF THE RUN. MECHANICAL, AND ELECTRICAL RUNS. O - REFERENCED STANDARDS: ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH AS DETAILED IN IRG CHAPTER 44 AND AS SPECIFIED IN O -. INSULATE ALL CANTILEVERED FLOORS WITH BATT SECTION R102.4, NUMEROUS REQUIREMENTS FOR INSULATION, SUFFICIENT TO FILL THE FRAMING CAVITY AND PRODUCTS AND INSTALLATION METHODS ARE SPECIFIED BY PROVIDE CLASS I OR If VAPOR RETARDERS ON THE INTERIOR THE IRC. WHEN NOT SPECIFIED BY THESE PERMIT SIDE OF FRAME, RE: IRC DRAWINGS, IT IS THE RESPONSIBILITY OF THE BUILDER 1 THE PROVISIONS OF NFPA 720 AND THE PROVISIONS PER CONTRACTOR AND ALL SUBCONTRACTORS TO VERIFY I.R.C. LINK AUDIO SYSTEM WITH ALL UNITS. ALL CARBON COMPLIANCE WITH THESE REFERENCED STANDARDS. THE O - INSULATION VALUES BUILDER / CONTRACTOR AND/OR THE SUBCONTRACTOR THE TABLE BELOW LISTS THE PRESCRIPTIVE PATH SHALL IMMEDIATELY NOTIFY THE ARCHITECT IF ANY PORTION INSULATION VALUES (CODE MINIMUM). REFER TO THE OF THE DRAWINGS CONTRADICT THE REFERENCED PROJECT ENERGY REPORT FOR ADDITIONAL INFORMATION. STANDARDS. ACTUAL ENERGY REPORT VALUES SHALL SUPERCEDE ANY 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. INSULATION VALUES LISTED HERE: O - MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS: THE BUILDER I CONTRACTOR AND/OR THE SUB- CONTRACTORS SHALL, FOLLOW ALL MFG. INSTRUCTIONS AND RECOMMENDATIONS, IF ANY PORTION OF THE DRAWINGS CONTRADICT THE MANUFACTURERS INSTRUCTIONS, THE BUILDER/ CONTRACTOR AND/OR THE SUBCONTRACTORS SHALL IMMEDIATELY NOTIFY THE ARCHITECT. SITE WORK' EXT. WOOD FRAMED WALLS (CAVITY) R-20 CEILINGS UNDER UNCOND. SPACE R-49 FLOORS OVER UNCOND. SPACE (CAVITY) R-30 EXTERIOR BASEMENT WALLS (CONT./CAVITY) 815/19 WINDOW U -FACTOR 0.32 O - SOILS REPORT: OPENINGS: PROVIDE SITE PREPARATION AS SPECIFIED BY THE SOILS ENGINEER REPORT INCLUDING A FOUNDATION DRAINAGE 0 ALL WINDOWS ARE TO BE WEATHER-STRIPPED AND DOUBLE GLAZED. FRAME MATERIAL PER GC. SYSTEM. O - PROVIDE A MINIMUM CLEARANCE OF 6" FROM ALL EXTERIOR O - PROVIDE TEMPERED GLASS PER I.R.C. SECTION 8308.4 WALL COVERINGS (EXCEPT 4" FOR MASONRY VENEER) TO THE TOP OF GRADE. WHEN: A. GLAZING IN ALL FIXED AND OPERABLE PANELS OF O - PROVIDE A MINIMUM CLEARANCE OF 8" FROM THE SWINGING, SLIDING AND BIFOLD DOORS NONTREATED BASE OF WOOD FRAMING TO THE TOP OF B, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT GRADE. ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED O - SLOPE GRADE PER THE SOILS REPORT OR A MINIMUM 10% POSITION & WHOSE BOTTOM EDGE IS LESS THAN 69' AWAY FROM THE STRUCTURE FOR THE FIRST 10 FEET ABOVE THE FLOOR/WALKING SURFACE. DISTANCE. IMPERVIOUS SURFACES MAY BE SLOPED A MINIMUM C, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANE 2.5% AWAY FROM THE STRUCTURE FOR THE FIRST 10', THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER O - GALVANIZED DOWNSPOUTS TO HAVE ADJUSTABLE THAN 9 SQUARE FEET EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM 2, BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE BUILDING OR AS RECOMMENDED BY SOILS REPORT (TYP). THE FLOOR 3. TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE O - GUARDRAILS -SHALL BE LOCATED ALONG ALL OPEN -SIDED THE FLOOR WALKING SURFACES INCLUDING STAIRS, RAMPS AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36, LANDINGS (INCLUDING PATIOS) THAT ARE LOCATED MORE MEASURED HORIZONTALLY AND IN A STRAIGHT LINE THAN 30" HIGH TO ANY POINT WITHIN 36" HORZ. TO THE EDGE OF THE GLAZING. OF THE OPEN SIDE. D. ALL GLAZING IN RAILINGS REGARDLESS OF AREA/HEIGHT A. GUARDS SHALL BE NOT LESS THAN 36" HIGH EXCEPTION: ABOVE A WALKING SURFACE. INCLUDED ARE WHERE THE TOP OF THE GUARD ALSO SERVES AS A STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF INFILL PANELS THE GUARD SHALL NOT BE LESS THAN 34" AND NOT E. WITHIN ANY COMPARTMENT CONTAINING HOT TUBS, MORE THAN 38" H. WHIRLPOOLS, SAUNAS, STEAM ROOMS, B. INTERMEDIATE BALUSTERSIRAILS SHALL BE BATHTUBS/SHOWERS WHOSE BOTTOM EDGE OF CONSTRUCTED SUCH THAT A SPHERE 4" IN DIAMETER GLAZING IS LESS THAN 60" A.F.F. CANNOT PASS THROUGH, F. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND 0ck� RAMPS WITHIN 36" HORIZONTALLY OF A WALKING CONCRETE & MASONRY: SURFACE WHEN THE EXPOSED SURFACE OF THE O - FOUNDATION DESIGN AND SOILS REPORT BY COLORADO GLAZING IS LESS THAN 60" ABOVE THE PLANE OF THE REGISTERED ENGINEER AND PER IRC, FOUNDATIONS ADJACENT WALKING SURFACE SHOWN ARE GENERIC. FOUNDATION AND BASEMENT FLOOR G. GLAZING ADJACENT TO STAIRWAYS WITHIN 60" DESIGN MAY REQUIRE FLOATING WALLS - SEE ENGINEER'S HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY DETAILS. ENGINEER SHALL BE ON HAND AT TIME OF IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF INSPECTION. THE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD O - PER ENGINEER AND IRC SECTION 506, PROVIDE A MIN. 4" H, GLAZING IN WALLS/FENCES ADJACENT TO BASE COURSE OF SAND, GRAVEL, CRUSHED STONE OR INDOOR/OUTDOOR SWIMMING POOLS, HOT TUBS, SPAS CRUSHED BLAST -FURNACE SLAG UNDER CONCRETE FLOORS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS ON GROUND WITH A 6 MIL POLYETHYLENE OR APPROVED THAN 60° MEASURED HORIZONTALLY AND IN A STRAIGHT VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6" LINE OF THE WATER'S EDGE AND PLACED BETWEEN THE BASE COURSE AND THE SLAB. O - IN BATHROOMS CONTAINING A BATHTUB OR SHOWER OR FRAMING: COMBINATION THEREOF, WATER CLOSET COMPARTMENTS, O - PROVIDE FIREBLOCKING IN COMBUSTIBLE CONSTRUCTION LAUNDRY ROOMS AND SIMILAR ROOMS THAT DO NOT HAVE ACCESS TO NATURAL VENTILATION, A MECHANICAL TO CUT OFF ALL. CONCEALED DRAFT OPENINGS (BOTH VERT. VENTILATION SYSTEM CONNECTED DIRECTLY TO THE AND HORZ.) AT THE FOLLOWING LOCATIONS: OUTSIDE IS TO BE PROVIDED PER I.R.C. 1, IN WALLS VERTICALLY AT THE CEILING AND FLOOR Ce Z LEVELS. 2. IN WALLS HORIZONTALLY AT INTERVALS NOT EXCEEDING ALARM & SUPPRESSION SYSTEMS: 10 FEET. 0 w 3, AT ALL INTERCONNECTIONS BETWEEN CONCEALED O - SMOKE ALARMS ARE TO BE INSTALLED IN ACCORDANCE WITH VERTICAL AND HORIZONTAL SPACES. MANUFACTURER'S INSTRUCTIONS, AND THE PROVISIONS OF 4. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT NFPA 72 (HOUSEHOLD FIRE WARNING EQUIPMENT) AND THE THE TOP AND BOTTOM OF THE RUN. PROVISIONS PERI R.C. LINK THE AUDIO SIGNAL TO ALL UNITS. 5. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH AND WIRES AT CEILING AND FLOOR LEVELS, UL 217 O - IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF O - CARBON MONOXIDE DETCTORS ARE TO BE INSTALLED IN A FLOOR / CEILING ASSEMBLY, DRAFTSTOPS SHALL BE ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, AND INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE THE PROVISIONS OF NFPA 720 AND THE PROVISIONS PER DOES NOT EXCEED 1,000 S.F.. DRAFTSTOPPING SHALL DIVIDE I.R.C. LINK AUDIO SYSTEM WITH ALL UNITS. ALL CARBON THE CONCEALED SPACE INTO APPROX. EQUAL AREAS, MONOXIDE DETCTORS SHALL BE LISTED IN ACCORDANCE WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR WITH UL 217, MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING 1S CONSTRUCTED OF TRUSS TYPE OPEN WEB OR PERFORATED MEMBERS. ALL WORK SHALL COMPLY WITH 2018 INTERNATIONAL RESIDENTIAL CODE AND 2017 NATIONAL ELECTRICAL CODE • - City of .4 W I i6 atL�dge COMMUNITY DEVEL011MENT APPROVED Reviewed for Code Com flan Randy Slusser 7/13/2020 r-ians Exai)it, tiu, DaL,. %Widhv of oemnit: Me issumlcr of o pernNror approval of pons spea/kaotlotv and compubhons shall not be o pmmit for, or ort approval of, any wolobon to any of Me prouls4m of the budding code or of aV COV ardonawces. AermNs presuming to give outhorlty to vWotr or cancel the prwWdns of tilt itN&V coda or oMer mono of the City shall not be vaNd. 5975 S. Quebec Centennial,Suite 250 80111 ARCHIT,ECTURALI SITE PLAN AO* 1 @ Copyright 2018 Godden I Sudik Architects & Planners, Inc. 1 LMJLJ //�� L...B 0ck� ry C) 00 00 _ y: Z DRAWN BY: p JJ, DG 0 CHECKED BY: Ce Z GG 0 w ISSUE DATE: U ® 05/22/2018 REVISIONS: ARCHIT,ECTURALI SITE PLAN AO* 1 @ Copyright 2018 Godden I Sudik Architects & Planners, Inc. Electrical to comply with 2017 NEC Zx� stuc5. � r6"o.G. �I 7L tYo" S+IEa-°--FF�N Co OCA�lI�l1=t 1— Glkp.J��G 3ggz ux��ry ��- 4�rrErk-r SCflt�; Icy"r l�-D° City of Wheat Ridge Building Division �h1�h1C-C-¢bd 3'2u�ES a( 'poe7o, ELc,.1pFwj City of Wheat Ridge ©CONT9 4 gfNKAC7fE Building Division WAST aL�✓�-t—Ir�ht SOGcrFV C—Ca/F Okj &C6NNi:L-/— 6Ae.Ae"E 311.4- ur��oN GT City of Wheat Ridge Building Division 9/19/19 Note: For roofs with slopes less than 4:12, follow manufacturer's instructions for low slope application of roofing material. WTruss or 2x_rafters spaced_" O.C. Sheathing fS73e 050— (example: Put checkmaek in box -or- 2 x 10 Rafters Spaced 24" 11 (example: 42" extenorplywood) Minimum 1x Provide roof tie downs Solid 2x blocking between rafters that are 2x12 or greater Note: Pre-engineered roof trusses w/truss clips may be used in lieu of roof structure shown. Diagonal wind bracing or braced wall panels @ corners and each 20' of wall. Max.10'%wall height A Concrete Encased Ground required for new service 2fFoundation Detail A ❑ Foundation Detail B (see page 5) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2018 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Roof coveringjp AsPf Ac "- (example: Class A 3 tab shingles) 12 pitch `4 Ceiling Insulation ^' /�- (If heated - examp)e: 12x'Lceiling joists @ O.C. 1 (example: 2 x 8 @ 24" 00) 1 J Double 2x `( top plate i� (example: 2 x 6) Span I Z (example: 23'5') Ceiling height!9 lath (example: 8J ,n required ding 1�71-� /example: lap or T-111) Wall sheathing'�� 2x 2 studs @ /6 O.C. (example: 2 x 6 @ 24" O.C.) Cont. 2x_�__si11 plate D (example: 2 x 6 decay resistant) D � I. Wall Insulation P/4 G'•, (lf heated - example: R-20 Fiberglass Bafts) Foundation Insulation�[A (If heated - example: R-10) E 9/19/19 112" x 10" steel anchor bolts 6'-0" 'h" x 10" steel anchor bolts 6'-0" Q.0 Max. 10' O.C. max., 7" min. penetration Lap siding over max., 7" min. penetration in " wall height max. 12" from corner and 12" foundation a from corner and 12" from end from each end of plate (min. 2 um of 1" of plate (min.2 bolts ate). bots per plate). Bottom plate all n. 8" Bottom plate shall be treated above gr , or eared Lap siding over or be separated from concrete E" {.i wood a sistive wood foundation a by an impervious moisture Finished u 11Z Minimum minimum of 1". barrier and be 8" above grade. grade concrete slab (• -' 3'/2" Minimum expansion joint 6" Concrete Slab fiberboard nished i grade 36" in. or rovide #4 rebar vert. @ 4'-0" 18" halo fr d . insert rebar into concrete j • #4 rebar min. Note: Check I or key way contto. bottom w 8 with 18" with local rte: Check with local building las #4 rebar min. tinuous to of Iding department for 12 p swelin eoils.r stemwall8 at fo with 18" laps ailing soils. Caissons Cai ns may y be required. b required. 3" Min. 3" x 11.25" Net Header 1,000 Ib. strap opposite sheathing_________— Fasten plate to header with two rows of 16D sinker nails at 3" O.C, typ. Fasten sheathing to header with 8D common or --galvanized box nails in 3" grid pattern as shown and 3" O.C. in all framing (studs, blocking, and sills) typ. Min length of panel per table R602.10.5 Min. double 2x4 framing Min. double 2x4 poste 3/8" min. thickness wood structural panel sheathing 'with 8D common or galvanized box nails at 3"o.c. in all framing(studs, blocking, and sills) Typ j Min.(2) 3,500 Ib. tie -down device (embedded into concrete and nailed into framing Min (1) 5/8" diameter anchor bots installed per section R403.1.6 -with 2"x2" x3/16" plate washer Min. reinforcing of foundation, one #4 bar top and bottom. Lap bars 15" min. its handout was developed by the Colorado Chapter of the 'ernational Code Council as a basic plan submittal under a 2018 International Residential Code. It is not intended cover all circumstances. Check with your Department Building Safety for additional requirements. Fas " ' to h :: two Typical portal :.. sink frame construction H. O.G. For a panel splice ifneeded), panel edges shall tie blocked, and occur within 24" of mid- Extent of header with double portal frame (two braced wall panels) Extent of header with single portal frame (one braced wall panel) —> Tension strap per table. Fasten King stud to tytypp sheathing -to- t 2' -18' Finished width of opening for single or double portal � R602.10.6.4 (on opposite side of sheathing � � header with 6 16D sinkers • Min. 3" x 11.25" Net Header 1,000 Ib. strap opposite sheathing_________— Fasten plate to header with two rows of 16D sinker nails at 3" O.C, typ. Fasten sheathing to header with 8D common or --galvanized box nails in 3" grid pattern as shown and 3" O.C. in all framing (studs, blocking, and sills) typ. Min length of panel per table R602.10.5 Min. double 2x4 framing Min. double 2x4 poste 3/8" min. thickness wood structural panel sheathing 'with 8D common or galvanized box nails at 3"o.c. in all framing(studs, blocking, and sills) Typ j Min.(2) 3,500 Ib. tie -down device (embedded into concrete and nailed into framing Min (1) 5/8" diameter anchor bots installed per section R403.1.6 -with 2"x2" x3/16" plate washer Min. reinforcing of foundation, one #4 bar top and bottom. Lap bars 15" min. its handout was developed by the Colorado Chapter of the 'ernational Code Council as a basic plan submittal under a 2018 International Residential Code. It is not intended cover all circumstances. Check with your Department Building Safety for additional requirements. Fas " ' to h :: two Typical portal :.. sink frame construction H. O.G. For a panel splice ifneeded), panel edges shall tie blocked, and occur within 24" of mid- height. One row of tytypp sheathing -to- `• • Min. 3/8" wood (taming nailing is • • structural pane required. If2x4 `• sheathing bIocking is used, the 2x4'5 must be nailed together with 316D sinkers Nin. 1,000 lb. tie I_Ii I.I,I down device .I City of Wheat Ri Building Inspection Type &55 Job Address -509;Z c7- Permit Number 1019si z p a i ❑ No one available for inspectiogr' T AM /PM Re- Inspection required: Yes / Nqi r / � i *When corrections have been m e c / all for re{inspection at 303- 234 -5933 i Dater 119111 Inspector: ��it; DO NOT REMOVE THIS �O'rICE N City of Whaat Riricsa PERMIT NO: 1( JOB ADDRESS: 3E j� DESCRIPTION:t. RE of vinyl soffit 07/28/2010 01/24/2011 accurate, and do :+ not .violate, applicable HSar o� R City of Wheat Ridge Building Division Date: 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 235 -2857 Plan #: Inspection Line: 303 - 234 -5933 °LORPO Permit #: / Building Permit Application Property.Addiress �j g 8 Z J N I f�f`� G� {'VIII �1 T �1 �' �� Property Owner (please print) KEN A ,4 gw gx Phone: 3 0 3 `V,7 - 5"l7f Mailing Address: (if different than property address) Address: SRP45 k- 1l 02OV E_ City, State, Zip: o ntr Add r: TN b kl! CH I�- Contractor License #: /)70 [z . 7(, Phone: X303 Q - 43A SD Electrical City License #: Plumbing City License #: Mechanical City License #: Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Descrlpttari of:wark: ✓INlL (so 1.F Construction Value: $ 1402 (as calculated per the auildmg Valuation Data sheet) Plan Review (due at time of submittal): $ Sq. Ft. /L.Ftadded: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheal Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) Ki56NT;ZACTOR r PERSONAL REPRESENTATIVE of(OWNER)(( CONTRATOR) PRINT NAME: s, uLg ! o SIGNATURE' �7 Date: Bldg Valuation: COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 76363 BUILDING INSPECTION LINE -(303-234-5933) Date : 10/17/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: KEN ASBURY Property Address : 3582 UNION CT Phone : 420-6240 Contractor License No. : 17557 Company : TED'S SHEDS Phone : 303-216-0242 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $1,855.00 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : $86.13 do not violate applicable ordinances, rules or regulations of the i f Wheat Ridge or 00 $0 *fffli meas emen s shown, and allegations covenants, easements or restrictions of record; th . Plan RBVi2w Fee : made are accurate; that I have read and agree abi by a condi ons printed on this ' Use Tax : $2226 for complia ce wit the W heat Ridge Building application, and that I assume full res n i Code (U.B.C.) and all other applica e W t Ridqe rdin ces, f r work under this permit. 39 $108 (OWNER)(CONTRACTOR) SIG ED DATE II 1~.V 1 . Total : Use: Description : 10 X 14 STORAGE SHED BUILDING DEPARTMENT USE ONLY Zoriing Eomirienta:, SIC : Sq. Ft. : Approval : MR MUST MAINTAING 15' SIDEYARD SETBACKS & 5' REAR YARD Zoning : A-2 SETBACK Sutltling„Cair[msints:' OK PER REDLINES. 10/17I03 lypt~~ ra~~nBp Approval: DM ~e*go~sqb~et°t5°cocd~°Sa~dy is nsp cmeo m stao Pulijic Wo~lis Comrte trooot do eQ Ccd dev ~~uca e ins~au Approval dQ, ~~ag~ns~b,e f oi dani fo~"afXon• OccuPncY : Walls Roof St~r:tv i5rot Electrical License No : Plumbing License No : '__csroTS)Nechanical license No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issued in accordance with tha provisions set forth in yopur application and is subject to the laws ot the State of Cobrado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances ot the Ciry. (2) This permit shall ezpire if (A) the work aulhorized is not commanced within sizty (60) days from issue dale or (B) the building authorizetl is suspended or abandoned for a penod of 120 days, (3) If this permit ezpires, a new permit may be acquired for a fee of one-half Me amount normally required, pmvitled no changes have been oi will be made in the original plans and specifcalions and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done lhal will change the naNrel Flow of water causing a tlrainage pmblem. (5) Contrector shall notify ihe Building Inspeclor hventy-four (24) hours in advance for all inspeclions and shall receive written approval on insOeCion rard before pmceediing with successive phases o( the job. ' (6) The issuance ot a permit or the approval ot drawings and specifications shalt nol be construed to be a permit for, nor an approval of, any vialation of the provisions of the bu in codes or ry other ordinance, law, rule or regulation. Chief Build lhspector f• PYease sign Terms and Conditions on reverse side of page. COb1D7UA'ITY DEVELOPMENT DEPARTMENT Building Pemut Number: O~ WH,qJ ^ P BUILDING INSPECTION LINE - 303-234-5933 Date: ° CITY OF N'HEAT RIDGE V 7500 WEST 29TH AVEnL'E ~o` oF'oo WHEAT RIDGE, CO 80033 -(303-235-2855) APPLrCATreN Pcoperty Owner: av4bjj(Z~ PropertyAddress:~t2'~ t.~-!'ltm ~ Phone~~ -)~D- 6~m Contractor License iKo.: ~7,5~j -7 Company: Tffr-i3 Nn h'JS Phone:-.~ ON'SE WCOSTAACTOR SIGNATI'RE OF ITDER5TA4D15G ASD AGREEMEN'T I hrreby cenify thst the sctback distanca proposcd by this pcrtnit applitation arc accurzte, and do not violate applicablc ordinanca, rula or rcgulauons ofthc City of Whcat Ridge a co~•rnanu, <ascmrnts or rcsmcnons of rccord: that all mcasurcmenu shown, and allepations madc arc accunie; that I havc rcad and agrx to abide by all conditions pnntcd on this application and that 1 assuns full rcsponsibiliry for compliancc with the wTcat Ridgc Building Code (U.B.C) and all oihcr applicable Nmeat Ri dinances, (or work undtt this pcrtnft. (ONNER)(CO!.TRACTOR}. DESCRIPT101: rb y- 1,4 ~.~.prIle ~gnc~ Construction Value:$ ! c4,y7:5- - Permit Fee:$ Plan Reciew Fee:$ Use Tax:$ T0t3l:$ 411' f Y ~GQ BUILDI~ USE ONLY SIC: Sq.Ft.: ZONIN6 COMMEN73: n~~ r Approval: Zoning: BUILDIN6COMMEM3: Approval: l ~O YU6UC WORKE COMMEMS: Approvai: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Compaoy: Expiration Date: Expiration Date: Expira[ion Da[e: Approval: ApprovaL Approval: (7) 7Tis permit v.u issucd in accmdanue wilh the pmvisions xt foM in your applicanw aod u subjai W 11K laws of the Sult of Cobndo and a the Zoning R<xuLtims and Buildiny Coda of NToo Ridge, Cobrado or my aAer app&abk ordinances of the Ciry. TTis pmnit shall expin if(A) tha uwk wJwriud'u nw1 tommrnccd within suty (60) days (mm issue da¢ or iB) the buildiny auAorized is suspcndcd w abandonN fa a pmod of 120 Aays. (3) If chu pcrtnit er.pues. a. pcnnit ma> bt uqmrtd ta a fa of oM-half the amouni nortnall) requirtd, providcd nw <hanges Mve ban or x ili bs madc in the origiml ptuns ud syecifiotiom uW mY swpension wabmdauMm has aa excttded aK (1) year. If cfianga luve bttn w if susycnswn or abandonmrnt e><eeds nos (1) yar. PoP kes ahall be paid fw a n<W pemeii 14) n0 WWIt Of L1y l11YIIIR SIWI Et AMf UaI M'IO CI1YIBf UH NNN IIDY Of Y'll[f CLYL118 a AmsNBf ~~.A y~wlClll. 45) Cp1b1CbI5IYII nOUry 1IK BYIIAIO` IR1plf W tMR''-fW( (II) MWI31011I\yl(Y IOf aII 1115pCCO0115 LW SIIIII lCfCl\'C MTnCO app1p1'!I MI I(1]plCOpI CilC befort pro«cdiny witE successivt pFafes of the job. (6) TM issuanc< of a pcrmil a dK appMnl of Mwings uq syaificatimat sluil w h t'onsvucd W bc a pcrmn fa. nw . apprvvd of, any viol+tion of the pm,isiwis of buiiding coda wany olAtt ordinaMt. la., ruk m rtgu6uon. Chief Buildi Inspcctor pSBURy PAGE 02 A Astodates, ina RAX (303) "1-9436 co°° ~ ~ LOT 7 ~ \ ~al ~ I LOT 8 I 30 MAZARp ApEAS iNE FEYA fLOOD 0l3079-O005-C OUT 1HE uNtnT OF IWOIa1Al10N, 1M1104 ' 9EARCM PElIFORMED ES'SARIIY CWIPLEIE t:: . ~ . _ r . r .r - f . f . _ _ ~ ~_,--.,.r ~ ~ ~ ' ti.. ~ r- i dam'` 0."z+: Y~ , ~ ~ W fir-, ~ . , . - ~ ~ _ 1 _ _6 I ~ _ . _ 4 ~ 1 ~ : l _ _ _1 _ ~ j ~ 1 1~._ n w~ _ ~ . .y._.r f t r--~ . ~ . 1 ~ ~ ~ ~ n ~ ~ ~ ' ' - L . T iI F ~ ' ~ ~ i ~ _ ~ ~ ~ . r ~ I ~ ~ l"'t ~ ~~r . 1 ~ r ~ ~ ~ ~ _ ~ r . _ _ _ _ - ~ 2p~x~"~E°1~k ~ ~"t~r'1~. E i ~ - ; ~ ! _ I ~ ; , ,,t, ~ ; ~ j ~ , ~ i , ~ _ . ~ ~ _ ~ - - ` r ~ ~ ~ ~r.~ . ~ u ~ , ; _ ~ E h a i : _ ~ _ ~ i' 3 '"~.,y ~ ~ f I . ~ _.e..,. ...iw~.w.r w ~ ~ K~ `te'n i ti _ ~ t,,: w~' t _ , t t Y'~'~ ~ ~ 4 '°M~a ~~~,~a~~ x ~ 0. xy dfl '~/e ""T 4~~.~. ~CT 1.~~?'~~~'kw ~tY `*Y~t~t7 ".~,1 (r~~~,,~~, 'Sd G/•'.1 ~Nc. f _ . < ~ ti. 4 t ¢ _ z / _s ~ _ ~-1 ~ _ /f , ~~f ~ , t ~.f i~:. ~(a„ ~ . _ . . - n , , ~"X'e"~' A r 4 A .y1 u •X,..1^ . _ .v E .1 ' P 1 n ~ .,,...,m v~y w { a s-i W //yyll J^T ~ ~ _ _ _ ~ r M - IC# ~ x ~ ~ y + t _ I _ _ f7 ~ _ ~ I3 Vi4~ 1 S e a i ~ ~ ~ 4 ~ - .2' ~r~ . ~ - _a - - - _ . 3 ~ ~ ~ - -~C i ~ ~ ~ f ~ ~ a. ~ ~ b ~ . ~ ~ r, ~ I t~..~~-.;n~ ~ ~ , ~t' ~ y ~ /A ~ _ t Ibis ; ~'i~ _ i ! ~ ~ a, 4 - ' .._l ~ /t' v . 1 ~ ~ ~ ~ r _ ~ ~ I ! ~ ~ is ~ i s ~ ~ I ~'f 1 _ ~ f ~ / ~ ~ ' Tom' ~ 4 ~ . ~ ~ r. : r~ { k s ~ I t f ~ ~ ~ 4 ~ ~ ~ ~ ~ Nti110lt1!!/ ~ ~ ~ ~'m~~ t ~ t~~ ' V ~f' - ..r.. a~.._ A ~ ~ ~QA tr + ~ t i ~ SCALE:... 2 . r APPRUVEa~Y f { r ~..at,r ,r_ ~ r ` rrr ~ _.~~a... A t,. _ _ ~ -a~.a ~''t'tii ~ ~ ~ s. ~ ~ I I i ' - ! . i , i'~w ~ a , ar ~ I p Lf .1 Zt,( ~ J. . MC AGf., ~CC~ Mgt ,1lFl ~Uf-M ,,„r ~ ~ 1 ~ _ a ~ . ~ . ro r , . . . - F ! r w1 - i~ ~ _ - _ x .r. ~ f _ The Ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 DATE: July 9, 2003 TO: Accounting Department GWheat 9Ridge FROM: Alan White, Director of Community Development Dept. SUBJECT: FINAL ESCROW REFUND/RELEASE Reimbursement requested for flinal escrow funds being held for: 3882 Union Ct. Wheat Ridge. CO 80033 The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Kenneth & Diane Asburv Address: 3882 Union Ct Wheat Ridge, CO 50033 Amount to be refunded: $ 12.891.25 Alan White Director of Community Development Department (303) 234-5900 • ADMINISTRATION FAX: (303) 234-5924 • POLICE DEPARTMENT FAX: (303) 235-2949 Building Permit Number : 14064 Address: 3882 UNION CT ~ Description: NEW SINGLE FAMILY RESIDENCE Inspection List Number T e Date A proval Remarks 37538 RF 12/20/2002 ok/b left note that ara e trusses were 24" o.c. and would 37539 INS 12/20/2002 ok/b 37660 DWS 1/6/2003 OK/BG 37820 DWS 1/17/2003 oWb 39332 FP 6/5/2003 ok/b 39333 FM 6/5/2003 ok/b 39359 1 1 FE 6/6/2003 OK/BB 39374 FP 6/9/2003 39719 1 1 F-LANDSCAPE ESCROW REL 7/7/2003 7/9/03. ok to release escrow FIND City of Wheat Ridge Planning and Development Department Landscape Escrow Agreement This agreement made this Wheat Ridge and Escrow in the amount of ) is being 39F02 e2v,b,11 day of 5a.e , 20 0 3by and between the City of T 3 In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502 and/or as show~~ on an approved landscape plan is not installed by S~,,` 3~ ~ Zod3 ,(date) the City of Wheat Ridge or its designee shall have th right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the contractor, developer or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said landscape improvements. The only precondition to the City's right to withdraw the escrow funds for this purpose shall be a letter from the Planning and Development Director, stating that the landscape improvements have not been completed or provided and that the compliance date of 2.c03 has expired. Approved and Agreed: Contractor/Developer/Owner G 03 Business Address Date Citv of Wheat Ridae. Colorado By: Title: 111M1iAtrt1~l Date: ( ll 3 / a6 Do3 all landscaping improvements are completed at, <!9~ Title 3a3-~2o -~a~a g85• So7/ ~ e C1-// 'v6/10!2003 18:41 3034243450 DINO&DEANNA DELPICCO FAGE 01 PEAK LANDSCAPING CO. 5925 Ward Road Arvada, Colorado 80004 Phone: (303) 422•2470 GIUOTATION 17EM NO QUAN. OESCRIPTION ' UNIT COSY TOTAL 'TE"A CliSr -5(S(C - WE ►ROPOSE MEREBY, TO FUHNISM 4ABOR ANO MATEPIAL TO INSTALL AS VER YLAN iOR THE SUM TOTAL OF -//!2?/ 3, QQ APPHOVEO BV ACCEPTED 8y DATE ~ VLANT QUARANTEE All CMIIKIW DltllbllOi GUtG11aN0 aI OUr nOlMal PIICH Ue puulim"d br oM ruli rirr CustanM n fo uwmi, ou lwsaia cavwo oy wintu xin. py0 inNgulbn. or poo/ mamteMnte. All rillDllcAmwnb wili h T We in one Hrvice cui ►Ilnle fMUlO 0O aupwW YO OOYS to wcome esbbl'ehs0. •ny aWitlond ~NYICe ulis art sublwl to our normd Nniu cNtpe APO,Owd OY DIANE MARIE ASBURV KENNETH DAVID ASBURY 14427 W. 577H PL. ARVADA, CO 80002-1168 82-329/7070 3254032810 y~ J& 03 1017 $ /oq, Ci g/ J~ YBAIV(. 29 HOUN BAN ING (903) 17h5000 Pm M 1017 ~ V z ~ U O ~I O ~ U ~ ~ W W U =a E ~ ~ m w ay w d ~ > d ~ ~ C ~ ~ y A N y O N C N ~ N O N ~ C 6 m O ~ c a N N m~ E5U ~ a m c ° W - 3 ~ a 0 w °o ~ p~d 72 V o ~ d aQO o..w° m W~O ath N 0 O cr 5 N (p .L. d L Sa (J 3 = 'U ~ a o 9 O ~ ~ V T V y N U ~ ~ n a _ L : y3 N ~ ~ 9 T L T r U ~ w m y m at p w a 0 `v _vry m ~ U D E ~ ~ N ~ E Z d a V d O a ~ E E > a H c o U) N W ~ 0 0 ~ 3 0 d N w cn 00 O 00 a (If ~ a Z p d O J O ~ ~ W W = a J ~ ¢ O w a O N ~ ~ C U d ~ ~ d u o m ~a oa nm m '0 3 3 0 o~ D c U P 7 r ~ w E L o O (j ~ n d U .t. U C ~ m E a L m L U Z O d N c 32 .5 1 U A c E ~ C H Date: A Certificate of Occupancy or Completion has been requested for: i~ Aonuess: C: PURPOSE OP STRUCTURE: : ~ ~ ~ (~T- t? i3 . Building Deparunent Remarks: Zoning Approval Remarks: Public Works Approval: C'>,(~ Remarks: Fire Marshall Approval:_ (If Applicable) Remarks: Sanitadon District Approval: (]f Applicable) Remarks: Water District Approval: (If App(icable) Remarks: INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD . A JOB ADDRESS ✓ U BUILDING PERMIT N0. OWNER CONTRACTOR r-~Y~A541~ SETBACKS FROM PROPERTY LINES'. NORTH TDATE ISSUED OO SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings p ~C 7 ~ • ~ Caissons Reinforcing or Monolithic Q[ 7 Q Weatherproofing POUR NO CONCRETE UNTIL ABOVE 11AS tSEEN JIC.;Ntu Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) LO.k ~ D G Heating (Ground Work) f1n NnT PnUR FLOOR UNTIL ABOVE HAS 13EEN 51GNED Rough Electrical U/< 1 ~ 0 Rough Plumbing , 111 /oZ G Air Test Gas Piping t~ p Rough Heating & Ventilation / p. • i ~ Insulation ~'Z• Drywall Nailing Raofing O!9 Refrigeration Electrical Underground Final Electrical Plumbing Q 03 ~e'- Heating & Ventilation p, & ~ Frame G R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF lll' OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER PHONE (303) 423-6036 Jehn & Assoclates, lnri. A FAX (303) 467-9438 PROFESSIONAL ENGINEERS AND SURVEYORS 5855 WADSWORTH BYPASS #100^ ARVADA, CO 80003 a , 'r. 50 25 0 50 SCALE: 1 "=50' sos-zoo-iss LEGEND 0 FOUND #5 REBAR w/ 1-1/4" YPC 75.73' LS 36561 N 4492'11' w O FOUND 1-1/2" ALUM. CAP LS 16837 33.04' N 10'48'29' o AS NOTED LEGAL DESCRIPTION LOT 7 PROSPECT RIDGE , AMMD. N0. 1 CITY OF WHEATRIDGE, COUNTY OF JEFFERSON STATE OF COLORADO I ~ G ~ry ~?1 t ~ q g' z~ G % owc \ 1~ 9 Z \COW Dfftf BASIS OF BEARINGS• BEARINGS ARE BASED ON THE ASSUMP110N THAT THE NORTHERLY LINE OF LOT 7 BEARS LOT 6 N 4557'49" E AS SHOWN ON THE RECORDED PLAT OF PROSPECT RIDGE, AMMD. N0. 1 FLOOD INFORMATION THERE ARE NO 100 YEAR FLOODPLAIN OR FLOOD HAZARD AREAS DESIGNATED FOR THIS SITE AS DELINEATED ON THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY-PANEL N0. 085079-0005-C DATED FEBRUARY 4, 1988. NOTE: THIS CERTIFICATE WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT l1TLE COMMITMENT, THE RECORDED INFORMATION, WHICH IS REFERENCED HEREON,IS THE RESULT OF RESEARCH PERFORMED BY JEHN & ASSOCIATES, INC. AND IS NOT NECESSARILY COMPLETE OR CONCLUSIVE. I HEREBY CERi1FY THAT THE ELEVATIONS AND DRAINAGE PATTERN SHOWN HEREON WERE DEVELOPED FROM A SURVEY OF THE ABOVE DESCRIBED PROPERTY, PERFORMED ON THE DATE SHOWN, AND ACCURATELY AND TRULY DEPICT THE ELEVATIONS AS THEY EXIST ON THIS DATE. THE RELATIVE ELEVATIONS AS DEPICTED MAY CHANGE SUBSEQUENT TO THE DATE OF THE SURVEY, DUE TO THE SUBSIDENCE OR UPHEAVAL OF THE SOIL, ADDITION OR REMOVAL OF SOIL BY ACTS OF MAN, EROSION, OR OTHEf2 FACTORS, THEREFORE, THIS SURVEY MAY NOT ACCURATELY DEPICT THE ELEVATIONS AND DRAINAGE PATTERN OF THE DESCRIBED PROPERTY AFTER THE DATE OF 1}iIS SURVEY. IMPROVEMENT LOCATION CERTIFICATE GRADING PERFORMANCE CERTIFICATE F0 I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERIIFICATE WAS PREPARED FOR FERGUSON CONSTRUCTION, THAT IT IS NOT A SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON lHE ABOVE DESCRIBED PARCEL ON THIS DATE, JUNE 25, 2003, EXCEPT UTILITY CONNEC110NS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THIS PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. ~16 f / I / ~ t /LOT 7 I ~ 47,899S.F. 1, ° ~ r X 7 / UNION CT. A. coxc oim ! ~o swc ~ ` / ` n.34', ~ e s se~sa u w ts.~a' S 41'I5 48' W 24332 -zs-~ c~ 0 ~ Q J d Z :3 STAMP By OR SEAL Date DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14064 BUILDING INSPECTION LINE - 303-234-5933 Date : 6/21/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: KEN AND DIANE ASBURY Property Address : 3882 UNION CT Phone : 423-1727 Contractor License No. : 20150 Company : Ferguson Construction Co. Phone : 4256606 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 r ulations of the City of Wheat Ridge or covenants, easements or restrictions of re , rd; at all measurements shown, and allegations made are accurate; that I have read and agre o aqiie by,all~inditymns pfinted on this eat Ridge Building applic(tion, a~ d that I assumPPull res ` sib" _for , mpl~far~6ewit Code U.B.C. and all other a licable e i ord~dn work u9dx thi;-perprfit / Vvb (OWNER)(CONTRACTOR) Description : NEW SINGLE FAMILY RESIDENCE Construction Value : $647,974.00 Permit Fee : $3,962.25 Plan Review Fee : $2,575.46 Use Tax : $7,775.69 Total: $14,313.40 Use: BUILDING DEPARTMENT USE ONLY $ a g~lease Note: Sq Ft : ~ ~ . . Owner / contrac[or is responsible for ]ocatin Approval : MP lines and consqvcting improvements aceord n rt~r Zoning : R1A2 approved plan and required development stand, The Ciry is no[ responsible for inaccurate infom submitted ~cithin tYie plan set and any constrr OK 6/27/02 Approval: DM er.nrs resul[ing from inaccura[e informa;i ''V'~ OK. 5129/02. PLEASE SEE ATTACHED COMMENTS Approval : MJG Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 18718 Company :Modem Electric, Inc. Expiration Date : 2/28/03 Approval : OK/KS Plumbing License No :18985 Company :S & R Mechanical, Inc. Expiration Date : 8/31/03 Approval : OK1KS Mechanical License No : 20801 Company : Eastside Heating Expiration Date : 5/31/03 Approval : OK/KS (1) This permit was issuetl in accordance with the provisions set forth in yopur application antl is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin9 Cotle ot VJheat Ridge, Coloredo or any other applicable oMinances of the City. (2) This permit shall expire it (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the Duiltling au[horized is suspended or abandoned for a period of 720 days. (3) It this permit expires, a new permit may be acquired tor a fee of one-0alf the amount normalty required, provided no changes have been or will be made in the original plans antl specifcations antl any suspension or abandonmen[ has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paitl tor a new permit. (4) No work of any manner shall be done tha[ will change lhe natural Flow of water causing a drainage prohlem. (5) Contractor shall notify the Buiiding Inspeclor hvenly-four (24) hours in atlvance for all inspections and shall receive written appmval on inspection card beFOre proceediing with successive phases of the job. (6) T uance of rmit or the approval of tlrawings and specifcations shall not be consVUed to be a permit for, nor an approval of, any violalion of Ihe ilding codes or any other ordinance, law, rule or regulation. { ..f11_ { Chief Buildim Inspector For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Whrzt Ridge, I do hereby agree to the terms and condidons set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1. The completion and approval of final inspections and any necessarv correcdons of electrical. plumbing, mechanical and framing systems. Inspections aze perfoimed by the Building Division. The4otnol~b3n of site drainage/grading requiremrnu per the approved site grading plan and/or final 4inage report and plan, if such report and plan is applicable. For all residential and `37od~erifig~SSjects with an approved final drainage report and plan, a letter of certification is required from the projects civil engineer of record. Inspection aze performed b}' the Public W'orks Departrnent. 3. 'I'he complepon and acceptance by [he Ciry of Wheat Ridge of a!l required public improvemenu, or a Development Covenant may be processed in lieu of construction said improvemenu. The Public Works Depamnent perfocros these inspections or provides the Development Covenant. 4. The completion of all required landscaping and related site improvements. Inspecuons are performed by the Planning and Zoning Division. All the above items must be tompleted and signed off by Planning and Zoning, Building und Public Works before a Certificate of Occupancy is issued. Final inspection by the Building Divivon does not constitute authorization of a Certificate of Occupancv nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The Cirv is not responsible for any real estate closings or other agreements concerning the property which mav be affected bc failure to compete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. Name (please pri r r 7- ctsa/Y Signarure: ' ~ Date: 0 o2 APPLICATION FOR M/NOR DUMP/NG/LANDFILL PERMIT APPLICANTS NAME: M ~ aMg j ~U APPLICANT'S ADDRESS (r7 2 74~ Sf ADDRESS OF FILL: 4N\NH 0-000 DATE OF APPLICATION: (p - Y- 0 Z All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Nofe: All public improvements, when construcfed, shall be mainfained (by fhe respecfive individual(s) and/or company responsible for the consfrucfion of that public and/or private improvement in fhe respective deve/opment) on a daily basis, or as needed, such that they are free of mud and ofher consfruction debris tracking from the site. Fai/ure to comp/y with fhis requirement will resu/f in the enforcemenf of Art/c/e ll, Specified Nuisances, Secfion 15-16 (4) of the City of Wheaf Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch pian indicating the following information before the permit will be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filled and/or excavated indicating original slope, new slope and depth of filL E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files on EnginenflForm\Fill Permit.wpd 1 Rev. 04/02 3. 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no Iess than1 inch to twenty feet (1:20) which illustrakes the foliowing: 1. Location an dimensions of all property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated. 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. 6. Erosion controi plan. 7. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. 9. A drainage report may be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Minor Excavation and Fill Permits: A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabititation shall consist of leveling, grading, fandscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approvai of the City Engineer. "For the purpose of this Sectiorz, the term debris shall have the same meaning as the terms "garbage, trash orjunk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates identified or classified as hazardous waste by Iocai, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). Files on Enginent\Form\Fil] permit.wpd Rev. 04/02 5. Permit Fees' 50 cubic yards or less 51 to 100 cubic yards 101to 1000 cubic yards for the first 100 cy plus for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 1000 cy or fraction thereof 10,000 cubic yards or over *Wheat Ridge Code of Laws Section 5-76. $10.00 $15.00 $15.00 $5.00 $60.00 ~ $4.45 $100.00 TOTAL $ All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fili requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMITAND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. WHEAT RIDGE: Owner's Signature (if different than above) 7 C /25- /aZ Approval date ~ Files on EngincnflForm\Fill Pertnit.wpd 3 Rev. 04/02 OF w~T DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW / °L o R A~o Date: 91~z Location: 388 z 1-441el c. i Attention: Building Department I have reviewed the attached materials submitted in application for approval of a Sr at the above referenced address. Please note the summary comments below. L ~ Boundary Closure: ~ OK _ Not OK; refer to stipulations. 2. ~ Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Lot drainage/grading to be reviewed by Building Division .i d. Site drainage/grading provisions have been reviewed and are: OK Not OK; refer to stipulations. 3. ~ NPDES Permit Required: _ Yes ~ No 4. r Public Improvements: a. street pavixg needed: Yes f No b. curb and gutter needed: Yes ~ No c. sidewalk needed: Yes ~ No d. street lights needed: Yes ~ No e. storm sewer needed: Yes ✓ No £ letter of credit required: Yes ✓ No If a letter of credit is required, for what improvements? _ Amount of letter of credit: 5. ~ Subdivision Agreement required: _ Yes t! No 6. Development Covenant required: _ Yes ~ No 7, ✓ 8. f 9. ~ 10. ✓ If Yes, for Traffic impact analysis and report required: State Highway Access Permit needed: New roadway or alley R.O.W. dedication recommended: If yes, what is recommended? All existing dedicated roadways/alleys meet the standazd If no, which do not and what is requested: 11. ✓ APPROVAL: The Public Works Department has reviewed this request and hereby gives its approval, ubject to the above and/or attached stipulations. Signa ure ichael Gazcia Date 12. NO APPROVAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Gazcia 13. Stipulations attached: 14. - Suminary Comments: Yes ~No Yes ~No Yes ✓ No _ Yes ~i No B.E jZ~ C•O. /$SUo~I(G TO GD. /SS✓MNGE. .4 A[dTO/✓ Files on Enginent\Forms\Bldprmt3.frm Rev 05100 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED S oZ ADDRESS 3882- di,o„J c; Dear Contractor: In conjunction with fhe approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2868. Sincerely, 5 . Michael arcia, Development Review Engineer cc: File Files on Enginan}\Developmeni Review/Forms & form letters\Notifimtion of PI Restoration Rev 05/00 PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date S z z Applicant I: ~Z Gu Sa/ v C.. aj v sT ~ o Phone #_,303- Y-zS' Location of Construction 388 Z L14 1 o~t c.~'• Purposa of ConstrucNon f:>, ,.i c-rr, ,--e„, <<j Buitding Permit Value Single Family ✓ Commetcial Multi-Family _ DEVELOPMENT REVIEW FEES Development Review Processing Fee: 41II,~80 $/00 -00 (for document processing) Single Family Residantial Review Fee: $50.00 ; $.5-0 • o 0 (for review of applicable technical.docu Commercial/Multi-Family Review Fee: For review of existing technical documents $100.00 $ For rev.iew of technical documents for construction in right=of-way, final drainage report and erosion control plan $500.00 $ Subdivision Improvement Agreement Fee: $125.00 $ (for document processing and recording) Development Covenant Fee: $125.00 $ (for document processing and recording) CDOT Access Permit Fee: $100.00 $ (for document application and processing) Traffic Impact Study Review Fee: $100.00 (for document review and processing) Flood Plain Variance Review Fee: (for document review and processing) Class I application = $150,00 $ Class I Publication/Pubiic Notice = NIA Class II application = $250.00 $ Ciass fl Publication/Public Notice = $90.00 $ TOTAL REVIEW FEES: (due attime of building permit issuance) $/SO, 0 o PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITfONAL LICENSING AND PERMITTING FEES REQUIRED POR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. . ~ Signature of Applicant Date Files on Enginent/Forms/Review Pees-Building Permit Ap Rev 04/07 I. . ~ ..~-~4mr•-i^_F-- T v ~ a v Z 0 ~ m O C m ~ T. ~ 0 m ~ s ~ b 0 9 C ~ ~ o C) C o d t ~ o ~ 3 ry N Q 3 ~ m ~ A R W M ~a m° Q ~o A ~ ~m C) O S " M y O m ~o e 0 a O ~ N 0 =r L _ ~ O N o Q a C ~ 0 r o o, I h o ~ ~ 1 W Y+ ~ ~y O =W ~ * D N ~ N N ~ a ~ a O ~ J "7 s ' o ~ ~ - n m 0 (D Z fD r N ry! , f0 Of o 3 ~ a 9 d 3< a zr m m<_' - _ - ~ ~ S' mo+ ~ o°c . < pfD 0 's a, a W 3 N ~ a ~ C a 0 3~ ~'z.. 0- o N o ~ C) m o ~ a~ - ~ U2 a CA) > Y. = ' ' W Cn I'11 ' ~ m o . ~ c , u m ~ m ~ ~ CD_ cn a = o N 0) a ~ 0 . D ~ U)°`,> O m 3 C) U2` ; , N y (D CO, t~ m o ' p 3 U3 , o m < O N N ~ ~ N O O a y . , - , 1 . . ~ _.:r 1 T ° 0 d- o 0 Q ~ ~ r m n C y O A ~ O C v ~ ~ ~ ~ . O S`G N ~ n ~ ° v ry O " ~ Z -1 " ` 1O ~ ~ 3 a y CA) O ` ` o * c.° = w a N ~ -ml m 0 Tnc N ~ a 2 0 Er o~+ Z ~ c, ~(D m~ ~ ~ ~ ° . ~ m 3 ID u`D, ~ o = s u) (D C) m ~ o ~ ~a m (D m m ( < 3 ~ d a ° f m ~ w N N v y 0 O. ~ . ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Numbec ~ oF WHE9J BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WIIEAT RIDGE U m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) COGORP~~ ~~~UCATIO~h ~ v Property Owner: Ken and Diane Asbury Property Address: 3882 Union Court Phone : 303-423-1727 Contractor License No.: Company: Ferguson Const. Co. (Inc) Phone: 303-425-6606 OF UNDERSYANDING AND ACREEMENT I hereby certify thatthe setback dis[ances proposed by [his pemit application aze accurate, and do notviolate applicable ordinances, rules or regula[ions of the CiTy of WheatRidge or covenants, easements or restrictions ofrecord; [ha[ all measurements shown, and allegations made are accurate; that I have read and agree to abide 6y all conditions printed on this application and that I usume full res ibility for compliance with Nie Wheat Ridse Building Code (U.B.C) and ali other pp le hea[ ge rdinances, for work under this permit. % I / r ~ (9~)(CONTRACTOR):SIGNEDV~ A/ ~``/~ATE 5-27-02 ~ i / Description: New Singie Fami:~y Residence Construction Value:$ 6117, f 7</ PermitFee:$ 2j6jIpG.ZG Plan Review Fee:$ ~s 2S4$. Use "1ax:$ TOt3l:$ Ca~L. jaS'.,c (oU.UJ BUILDING DEPARTMENT USE ONLY SIC: _ i ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: APProval: (25K- ~'~'J`~" • ' 'L~~ _ g 1 ,?;n PUBLICWORKSCOMMENTS:(#.ryya,a Approval: ~Occupancy: Walls: Roof: SYpr#e5: ~ 'Residential Un i W Electrical License No: 18718 Company: Modern Electric Plwnbing License No: 18985 Mechanical License No: 20801 Company: S& R Mechanical Company: Eastside Heating Expiration Date: 2-28-03 Expiration Date: 5-31-02 Expiration Date: 10-2-01 Approval: Approval: Approval: (I) T7us pemit was issued in accordance with fhe provisions set forth in your appiiwtion and is subject to the laws of the State of Colorado and ro Hie Zoning Regulations and Btildiug Codes of Wheat Ridgq Colomdo or any other applicable ordinances oFthe City. (2) Tnis pemit shall expire if (A) the work authorized is not commenced wiUiin sixty (60) days from issue date or (B) the bnilding authorized is suspended or abandoved for a pedod of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the aenount normally required, provided no changes have been or will be maAe in the original plans andspecificalions and any suspension or abandonment has not exceeded one (1) yezr. lfchanees have been or if suspension nr nhandonmenr exceeds one (I) yeaq £ull fces shall be paid for a new permit. (4) No work of any mavner shall be dove Nat will chauge tlte nanual flow of water causing a drainege prob(em. (5) ContractorshallnotifytlmBuildiuglnspectortwenty-fonr(24)lioursinadvanceforallinspec[ionssndshxllreceivewnttenappmvaloninspectioncardbeforc proceeding with snccessive phases of the jo6. (6) 1he issuance of a pemit or tlu approval of drawings and specifications shall mt be constraed to be a pemit foq mr an approval of, any violztion of the visions of the buildivg codes or any other ordiaance, law, mle or regulaeon. Chi f B ilding Inspector City of Wheat Ridge, Colorado A'- Bnildiug Division //ZPlan Aevievv Correction Notice ~ Address: 3882 Union Court Owncr: Asbury Contractor: Ferguson Const. Co. Project: New SFD Occupuncy: R-3/U-1 Valnution: $647,974 Dutc: June 3, 2002 ~E- 1:/House, foundation and site elevations do not match, provide a detailed overlot grading plan showing existing and proposed contours andlor spot elevations. 2✓ Provide GFCI outlet in unfinished basement area. p,-3.✓Label underside of basement stair walls and stringers to be protected with 5/8" type "X" fire code sheetrock. ✓4. - Label all garage outlets as being GFCI protected and mounted not less than 18 inches above finish floor. 6" 5! Label all GFCI outlets per code requirements. t~ 6! Label all tempered glazing due to location per code requirements. 7: Provide electric service calculations and show service and panel location on plan. v&✓Provide WP/GFCI exterior outlet at front of residence. Please make these additions or corrections to the submittal and resubmit for review, if you have any Guestions please contact me at 303-235-2853. Thank Yo-u Darin Mor n Codes Ad ' istrator U->'t ,Q}Gt~,.9 ~ ~~Gtl ~-O~'✓KJ'G[~A~417 Ak 5 .ee ~ MOdem Elec[rlc Ino. Service Calculations Addross; 3682 UniOn Ct. 10201 NJ. d3rd Ave #101 The Asbury Resltlenae Wheet Ridae, CO 80033 424-4330 Ecample Number 2(b): singie ffimtly dwelllnp. Optlonel calculatlan Tnr siogle family dwellinp. (8ea section 220-30) 7his dwalling has j,I¢¢. squere iaet exdusive af unoccupled celler, unfinisned attic and open porches. ' PJC#1 Ampx 45 L Sq. R et 3 watts per square foot 22,M.$ kva ; $ 20-Amp Appl. Cirouils at 1500 watts Ea,.... $ kva Q Renpe ::.:...........................(1Z.0 K.W.).... Q kva 1 Dishwasher..: ( 1.2 K.W.)....... L2 kve 1 GArDeg6 Qlsposal .5 K.W.).....,, t kva 1 Mlcrawave Oven ( 1.8 K.W.).,..... kva 1 Oven ( 6.0 K.W,).... 4 kva 1 Cooldop 8.0 K.W.)....... $ kva Q Tresh Compactor ( 1.5 K.W.)....... Q, kva 1 Laundry ( 1.5 K.W.).,..... Z kva 1 Dryer..............:..:............................( 5.0 K.W.)....... 5 kve Water Heater ( 4.5 K.W.)....,.. 0 kva Electric.SpaCe Meating in Rooms kva 2 Air Handlers ~ kve 1 Cus10m HooG J& kva Q kva Q kva Q kva Total = 49 7@2 First 10 K.V,A. At 10096 = 14 Ftemeindef et 40% ~ 15,904 Total ~ 25.8048 A/C # 2 30 Ai( Cooditioninp et 10046 ■ 14 Qrand Total= 43.9048 The cAlculated load for seNice size Is: 43904.8 Watts dlvitled by 240 volts= 182.9387 Amperes Therefore, this dwellinp mpy. Ge aerved by a ZQQ ampere senice Modern Elec[ric Inc. Sefvice Calculations Address: 3882 Unian Ct. 10201 W. +63rd Ave #101 The Asbury ResiOence Wheat Ridpe, CO 80033 424-4330 Exampie Number 2(b): 3ingie family dwelllnp. Optionel caiculation for sinye tamily dwellinp, (Sea section 220-30) 7hts dweliing has 73¢¢ square feet exdusive oi unoccupled celiar, unfinish6d attlc and open pofches. ' 7354 Sq. R at 3 watts peY square foot 22,~2 lcva Z 20-Amp Appi. CirCUit5 at 1500 wetts Ea.,... 3 kva 4 Ran9e (12.0 K.W.).... Q kve DIBYiwasher..; 1.2 K.W.)....... ].Z kve g GAfbege Dlsposal .5 K.W.)....,,. t kva 1 Microwave Oven 1.5 K.W.)....... U kva 1 Oven 6.0 K.W.).... $ kva 1 Cooldop................................... ( 5.0 K.W.).,..... $ kva q Trash Compador . ( 1.5 K.W.)....... Il kva ' 1 Laundry ( 1.51K.WJ......1 1_5 kva 1 Dryer .............J..:... ( 5.0 K.W.)....... 5 kva Water Wea4er ( 4.5 K.W.)...,... 0 kva Electnc bpxce Heaiing in Rooms kva 2 Air Handlers ~ kva 1 Custom Hootl 1.5 kva Q Kva Q kva Q kva Totai = 49 •782 Nmps= Fir51 10 K.V.A. A11009'0 = 14 Remainder et 40% ~ 15.9 Total ■ 25.9018 AfC # 1 A/C # 2 45 30 Ai[ CondRioning at 100% ~ A prand Total= 43.9046 The c8lculatad load for service size is: 43904•8 Watts divided by 240 volts= 182.9387 Amperes . . TherOfore, th(s dwellinq may de aerved by e 2QQ ampere service I ORIGINAL SCALE: 1°= zos-xo2-osa e ~ n w 1 LEGAL DESCRIPTION LOT 7 PROSPECT RIDGE , CITY OF WHEATRIDG COUNTY OF JEFFER' STATE OF COLORAD DWELLING S.F.= 5098S.F COV. = 11 % MODEL N0. m ~ .1 . Jehn & Associates, Inc. 422-3132 I DESCRIP710N SCALE AS NOIED PLOT PLAN DRANM BY RwG CHECKED BY RG PRWUtm Fat DATE 04 12 02 205 202 050 FERGUSON CONSTR. RECEDTIpi ND. F12678B7 7/i3/2N1 12si1sEE P6s IAl-Nl S.N DOC.fEU 32.14 PI18E FEEs RECORpEB IN JEFFERSON fAlAffY, COLORADO W A R R A N T Y D E E D THIS DEED, Made this 20th day of June, 2001 between naniel F. Schneider and Sherri E. Schneider of the County of Jefferaon and State of Colorado, grantor, and Ken Aebury and Diane Aabury whoae legal addrese is 3882 Union Court, Wheatridge, Colorado 80033 of the County of Jefferson and State of Colorado, granteea: SvZTN8S3 that tho qrantor tor and in coasideratioa oi the sum oi TiiRi= 80NDR3D TNENTY THOVS7WD AND 00/100, ($370,000.00) Dollarm, the receipt aad suiticimcy of which is horeby aclcaovrledqed, ha• Qraated, barQaiaed, •old aad conveyed, aad by ehem• promeats doo■ qrant, barQaia, ■ell, coavep aad coaLirm uato the qraatees, their heir• asid asslqns forever, not in tenancy in common but ia JOINY TsNANCY, all real proporty, tog•thar with iapsoveneat~, i[ any, ■ituate, 1piny and be1aQ 1n the Couaty o! JeLterson and Stats of Colorado, described as lollowss Loc 7, Proapect Ridge Subdiviaion Amendment No. 1 recorded July 12, 2000, in Plat Book 155 at Page 34, ae Reception No. F1083108, County of Jefferaon, State of Colorado. also known by street and number as 3882 Union Court, Wheatridge, Colorado 80033 TOC3STH8R with all and ■1aQular the hereditaments aad apyurtonances therounto Q balonging, o= in anywiss ayportaininq aad the reversioa and reversioas, remainder and raminders, ronto, ittue• and protits thoroof, and all the estate, riqht, tltle, ~ interest, claim and desand wLatsoevsr of the qrantor, •ither ia lavr or equity, of, in (It and to the abovo barqainod promisea, with the hereditaments and appurtenances. n TO HAV& AND TO AOLD the said pramieos above barqained and deicribed, rrith Ghe ,jk appurtsnancas, unto tho graataas, tAeir hoirs and aesigns forover. I~nd tha graator, for himself, hi■ heirs and personal repropentativos, does covenant, qrant, bargaia, and aroa to and with the grantees, tbeir h~irs and assiqns, that at the time of th• onseagling aad delivery of thes• presonts, h~ is woll •aisod oi the promise■ abov ~convoped, has good, sure, perlect, absolut• and indefeazibl• •state of iaheritanca, in ~law, in fao simple, aad has good riqht, lull porror and lawful authority to grant, bargaia, sell aad coavey the same in mannoz and form aloresaid, tad that the same ar• frea and cleaz from all forner and other qraats, barQaias, ■aloo, lioas, taxes, asratsmonts, oacumbranco• aad zostrietioas of whatever kiad or natur• soover, except general taxes for 2000 and aubsequent yeare; except easemente, reatrictions, covenants, conditione, reservations and rights of way of record, if any; Tho graator ■hall aad rrill WARRaNT 7uiD 80REVBR DHFEND the above-bargained Dramisso in the quiet and ptacoabl• possetsioa of the grantoss, their heir■ and aggiyns, aqaiast all and evory porsoa or parsoas lawlully elaimiag the whol• or aay yart tharool. Ths singular number shall include the plural, the plural the sinpular, and tha uee oi aay gander shall be ayplicabl• to all pond iN WITN339 iPHERiO! the grantor has execute th d~~ • st forth abova. 0 ~ an el F. e' er Sherri E. Schneidelby Daniel F. ~ Schneider as att~ey in fact ~ STATE OF COLARADO } 1„rI } ss. The foregoing instrument was acknowledged before County of Jeffereon } me this 20th day of June, 2001 by Daniel F. Schneider and Daniel F. Schneider as attorney in fact for Sherri E. Schneider wicne m hand and official aeal. y`CO misaion expires May 16 5 9GS,~ ,c---~ CHRISTINE M. GILL „R,r pUBLIC NOTARY PUBLIC ORADO 3700 E. Alameda ave Suite 34 ~ STATE OF COL No. Denver, COLORADO 80209 MY CammlsYOn E)Vres 5(1d2W6 w .~,8895.F. ~ I 50 0 25 owwwwommirmm- ORIGINAL SCALE: 1°=50- xos-2oo-iss DWELLING S.F.= 5098S.F. C OV. _ 11 % 15.13' \ N 440 2~11` W \ t ~ \ 33.04' O~ N 10'46'29" W rno rw t w LS 11U) \ J ~ \ Y \ \ ~ y ~ \ l ~ ~ ~,~,~1 ~ ~ ~ ~ ~ ~ I ~ I l~ I ; m kUY CM LEGAL DESCRIPTION PROSPECT RIDGE , AMMD. N0. 1 CITY OF WHEATRIDGE, COUNTY OF JEFFERSON STATE OF COLORADO MODEL NO 6 IfU] aY aas Jehn & Associates, Inc. PHONE (303) 423-6036 ~V^VNI IIVnVnnuu ouuua FAX (303) 422-3132 DESCRIPTION SCALE AS NOTED PLOT PLAN DRAWN BY RwG CHECKED BY RG PREPAREO FOR DnTE 04 12 02 FERGUSON CONSTR. 205 202 050 SNFFT 1 fIF 1 17.7~4' $ 56'34 43' W 15.59' 4195'46" W 1' CONTOURS WESTRIDGE SANITATION DISTRICT 3705 Kipling Street - Suite 101 Wheat Ridge, Colorado 80033 Phone (303) 424-9467 Fax (303) 424-2628 May 22, 2002 To Ferguson Homes From Westridge Sanitation District The westridge Sanitation District can provide sewer service to 3882 Union Court, subject to the Rules and Regulations of the District. Westridge Sanitation District Madge Kulp, Office Manager ONSOLIDATED mutual water May 22, 2002 RE: Water Availability, Lot 7, Prospect Ridge Subdivision 3882 Union Court To Whom It May Concern: The above referenced property is in an area served by The Consolidated Mutual Water Company by virtue of a Distributor's Contract with Denver Water. Domestic water service may be provided to this property subject to compliance with the Company's rules, regulations and requirements for such service as well as the water tap allocation policies established by Denver Water. Fire protection requirements should be obtained from West Metro Fire Rescue and those requirements forwarded to this office by the Fire District at the earliest possible time. We can then determine if additional system improvements will be required to meet the demands set forth by the Fire District. If you have any questions, please contact our office. Sincerely, J) Mark S. Laramey Assistant Secretary THE CONSOLIDATED MUTUAL WATER COMPANY 12700 West 27th Avenue • P.O. Box 150068 • Lakewood, Colocado 80215 Telephone (303)238-0451 • Fax (303)237-5560 JBfferson Counry Assessor System '~'j*PHftan (~od~ty ~,,,"aioeaio Assessor , 100 TeHerson Couoty Pkwy Gdhlep, Colorada8041 9' ~ 393-V1=8600 ' _ http: //ww4.co.j efferson. co. us/apps/servlet/ats. atsdisp lay? sch=43493 9... General information Sch:434939 Pazce1 ID:39-204-03-024 Active:Active' Property Type:Vacant L I Property Addres &nbspWHEAT RIDGE CO 80033 Mailing Address:SAME ADDRESS AS PROPERTY Owner Namelmm~ ' ASBURY DIANE Neighborhood:1405 Area:N/A Subdivision Name:PROSPECT RIDGE AMD 1 Block Lot Key Section Township Range'QuarterSection,sq~ 0007 20 3 69 SE 47916 Total 47916.0 06-20-2001 320,000 Warranty Deed - Joint ,F1267887 Tenancy Sale Date Sale Amount Deed Type Reception' 07-12-2000 0 Plat F1083108 Records Disclaimer: This information is prepazed as an ongoing commitment to the public to provic accurate, quality and up-to-date information to the public. This is an informational service and will be maintained during normal busines: hours, 8 a.m. to 5 p.m., Mondays through Fridays. If any service interruption ic service occurs during non-business hours, the problem will be addressed at the beginning of the next business day. 7efferson County makes every effort to produce and publish the most current a accurate property information possible. Jefferson County assumes no liability whatsoever associated with the use or misuse of this public data. Send mail to asiastorriico izffzrsoaao.us with questions or comments about [his Web Site. Copyright 6 2000, Jefferson County, Colorado. All rights reserved. Last modified: May 01, 2001 lofl ■ ■`r ~S Engineering and Tssting Coni 2562 Taft Court Lakewood, Coloredo 8021 5-1 1 00 (303) 232•8883 , ino. GEOTECSMCAL INVESTIGATION PROPOSED SINGLE FAMILY RESIDENCE 3882 Union Court Lot 7, proapect RidBe Subdivision Wheat RidBe, Cotorario PrePnred f°r \ Ma. Lee Neilson Mr, I,ary%li¢rman 22420 Weat 18th Avenue lakeurood, Colomdo 80215 project No.: 9704150 Auguat 11, 1997 Site ChereCterization Landfill Oesiqn Rsmsdlstion Geoteohnical Enpinserinp n Expsrt Witnese Testimoy Risk Aeaessment TABLE OF CONTENTS J IntroducUon Pagei P►opossd Constructlon ......................................................1 Site Conditlons ............................................................2 - Fleldinvestlgatlon 2 SubsoilConditlons .........................................................3 FoundaUon Recommsndatlons 4 Interbr Floor Slab Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Drain System .............................................................5 - BaclQill and Surfacs Drdnaqs Cons(deraUons . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Limitatlons and Finel Dssign Revisw . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 LIST OF FlGURES Test Hole LocaUon Plen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fipure 1 LoflsofTestHoles .........................................................2 J Details ot Draln Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 - This report represents the results ot n psotschnlcal InveetlpeUon conducted at the site of a sin9le family residence to be construded on Lot 7, Prospect Ridys Subdivision, Wheat fiidge, Colorado. The eddress of the site is 3882 Unlon Court, Wt»at Ridys, Cdorado. The invesUgetlon was undsRaken to evalunte site qeotechnical conditlons and to recommend - consvuaion and dssipn detNis concerniny foundatlon and slab systema and other applicable recommendatlons based upon the peotechnical condiUona encountered. The conctusions and recommendaUons ere based upon the review of the data gathered durin9 the field investigation, _ laboratory testinp and upon our experience with eimllar peotechnical investiyatfone. y Factual data gathered duriny the field investipation is presented in Figures 1 and 2. ~ PROPOSED CONSTRUCTION Based upon our discussbns with the owners, Ms. Lee Nellson and Mr. Larry Kelierman, architectural final consVUCUon drawinps are currently belnfl completed, however, the consWCtion detalls have not been finalized at the time of the issuance of this report. It is our understanding that the residence will " be a 2-story wood frame and stone and stuxo veneer superstructure supported on reinforced concrete foundations. A full or parUal, flarden•level basement is planned at site. _ Our site reconnaissance indicated that some minor amounte of fill may be necessary to raise the final grade ot the aite. 1 Currently, the sfte Is located in a nswly dwalopsd subdivision within an area of prsvfously consVucted sin918 famlly residences. Ths site is moatly flat and psntly sbpss from the south of the site to the north. Overlot pradinfl haa been complsted nt the aite and a detendon pond also has been consGcuted on the aouthern porUon of ths sfte (refer to Flpure 1). FIEID INVESTIGATION The site was investlqated by drillinq 2 test holes to investigate the subsoils across the site. The test hofes were located in the fieid at approximate locatlon of the buildiny footprint as established by the owners. The test twles wers advanced usin9 a CME 55 Vudc-mounted drill rip. Three and 1/2 inch solid stem auper and five and one querter inch dinmeter hollow stem aupers and center bit were used to drill to deptha where sampllny was eelected. At selected elevnUons, a 2 inch dfameter sampler was lowered down the drill hole. A 140 pound hammer droppfnQ 30 inches was used to advance the sampler into the subsurface aoils. The number of hammer drops ("blow" count) was recorded for a speafied depth of sampler penetration. Samples were collected In brass Iiners that were placed in the interior of the sampler. - The samples were loyyed in the ffeld end returned to our oHice for further inspectlon, Upon compleUon of the drlliiny and samptinp proyram, the test holes wers chedced for total depth and for free water. The test holes were baddfllsd priw to leavinp the alte. 2 - Ths subsoil oonditlons on the site wxs invssdpabd by drlllin9 2 tsst holes nt the sits (refer to Figure 1). The sotls sncountered in tset holes wsn lopped durinp the drillinp operations, and samples of the soils wero taken nt various dspShs to outline the subtoil conditlons bsnsath the aits. In qeneral, the subsoils are felrly unifwm acrose the site'but vary with depth (rofer to Fiyure 2). - Approximately, 0 to 2 fest of mammads fill (sllly sand) was encountered over 4.0 to 6.0 feet of sand. Beneath the silty sand, sand and yravel was encountered below approwmately 6 feet to 20 feet, the entlre dspth explored in both tsst holes. Oroundwater was encountered during drillinfl in both test holes at 18.5 and 13.5 feet below the existing groundsurtace in test holes 1 and 2, rsspectlvsiy. Upon complsbon o} the samplinp propram in test hole 2, groundwater was measured at the same depth below the exisdnp yround surface. Laboratory teaUng conducted on a aampte coobcted nt ft ofU indicated the foilowiny: 3 Swell/Conwlidation Teet Date - The type of foundation selected to support the propossd struduns Ia bassd upon saveral consideraqons including the dspth of the sxcavatlon, the subsoii encountsred et that dspth and the depth to 9roundwater. Based upon the rssulte oi our fleld invscUpaUon, it fa our opiniori that the siructures ahould be supported on conventlonal spread footlnfls placed on the silty days. The footin9 should be designed for a maximum soll bearlnp pressure of 1500 pounds per square foot (psf). The - dead load pressure should be maintainsd as hiph as pracMical. Footings shoutd be proportioned as much as posslbie to minimize any ditterentlal settlement. The _ bottom of the }ootinys should be plnced a minimum of 36 inches below final prade for frost protection. In ndditfon, the flround suriace in the area bsnsath the fooUnfl should be scarftied and reoompacted to reduce the potentlal for sstttement due W loose aoiis ss a result of the foundadon excavating process. Any loose or otherwise unsuftabls materfal shoutd be removed from beneath area of footing construction. We should bs called to obesrvs both the sxcavaUon and construction of the footlng to verify compliance with our recommendatlons. INTERIOR FLOOR SLAB CONSTRUCTION Depending upon the extent of the excavatlon, the soils countered at the sits are stable at their natural _ moisture contents, however, besed upon the laboratory testing may consolidate whsn wetted. The owner should understand that thers le some risk assocfated with slab-on-prade construction. 4 If the owner is willinfl to asaume ths risk of some potentlal movement, the folbwinp recommendadona should be considered to reduc• the potentlal aoii•re{ated concsma with respect to Interlor floor slab consVudion: 1. Separate the elab from eil bearinp members and utllity lines to allow independent movement (i. e., consVUCt e"floatlnp" slab). In addidon, posiUve contrd joints should be provided at the junctlon d the slab with foundatfon walls. 2. Joints should be scored In ths slab at maximum 200 square foot areas. Reinforang mesh is not necessary in tha slab unlsas required by FHA. 3. Conetruct a minimum 2 inch void epace above or below pertiUons plnced on the slab. in finished areas, ell furrinp strips, drywall, door Jambs, paneli(ng, etc. should stop 2 inches from the top of the slab. - 4. If a forced air tumace is ueed, a minimum 2 fnch collapeible connection should be provided betwssn ths furnace end ths hest duds. H hot water hsatinq fa used we recommsnd that ths pipinp not be placed under the floor slab. - DRAIN SYSTEM ConstrucUon of foundatlons and elab systems on the site should correspond to recommendaUons previously outlined in this report. In addiUon, we recommend that a drain system be installed around the exterior perimetar of the strucWre be installed to reduce potentlal water from the surface infilVation 5 from wetting foundatlon end slab supportlny solls. The drain system should be composed of 8 inch dismster perforsted pipe embedded in a minimum of six inches of clean 9ravel (0.75 inch size)(refer to Fiyurs 3). Ths drein should be underlafn with polyethylene (piastlc) and covered with sithsr filtx fabric or peAorated felt paper. The grade of the drain should have a podtlvs slops uound ths porimetsr of the foundatlon. The drain - system should be led to a posiUve pravity ouUall. The drain system can be graded to a sump pit allowing pump discharge. A pump would not be required untll actuai water acxumuladon occurs, and the amount ot water could not be balled from the sump. BACKFILL AND 3URFACE DRAINA(iE CONSIDERATIONS The foundation soils should be prevented from befnp wetted efter construction. Qenerally, this can be axomplished by insurinp that the baddill eround the foundaUon walis will not settle after completion af construction, and that the badQili materiai is somewhat pervious. _ Backfili placed sgainst the }oundation should be free of trash, frozen materlals and/or any other deleterious materials. The use of the onsite soils is acceptable providing the material can be placed - in s manner that will not allow the formation ot voids when placed in bacldill areas. We recommend that the backflll be compacted during placement to reduce the likelihood of future settlement. The backfill should be moistened and compacted in areas where backfill will support sidewalks and exterior pavements. 6 The final extarior proundaurfacs should be posRJvely qraded away from the foundatlon. We recommend a minimum of 1 foot drop in the fint 10 feet bs matnffiined in erees that are not covered - by pavements or sidewalks. If decoretive landscapiny that nquirss periodic irripatlon Is plenned, ws rscommend that all sprinkler heads be placed so that the spray under fuil ptssaure, does not fNl within 5}eet of the foundation walis. Consideretion should bs pivsn to usinp dec:aatlve rock landscaping or other efmilu type qround cover, If plantin9a requiring watsrinp ars plennsd, we recommend plante rsqulrinq minimum or no irrigation such as succulants be used. Downspouts, sill cocks and the sump ouUall should discharye beyond the limits of the backfill. We recommend the use of splash blodcs and/or dovmspout extensions to achieve these conditlons. IIMITATIONS AND FINAL DESIGN REVIEW This report haa been prepared for the axclusive use of providiny tinai peotechnical desipn criteria for the proposed single family resfdence construction. These criteria were selected in accordance with generally accepted soil and foundatlon enpineerlnQ practices, and were based upon the data gathered during our field investigation. No othx werranty is expreasd or fmplied. _ in any subsoil InvesUgaUon it is possible that the subsoil condiUons may not be accurately represented by the drilling and samplinp proqrnm. VerieUons In subsoil sVata are possibb and may not become _ apparent until foundation excavatlon is compteted. Therefore, we recommend that the geotechnical engineer be provided the opportunity to observe the subsoil conditlons nfter the excavation for the 7 foundation has bssn complsted. - In the event that any chanpes In ths nawro or desipn of ths project sre planned, the condusions end recommendaUons contained in this report shall not bs conaidered valW unlesa the chen9es are roviewed and the conclusiona of this report modHfed in writlnp. Please contsct our office if you have any qwstlons conceininy ths contsnts of thls repoR or when - further consultatlon nre requlred. ENCiINEERINti ANq TPTIIJ(3 CONSULTANTS, INC. ~ 3~ O O~ :G:i Daniel F. Schnsider, P. E. M.y; President a9~;s 8 ~1 ~I I ti~~ I y1 . A4~ ~ I I 4j I I A I II I~ I Tm-: :N y II ~l. 49.223TSG.fT. I< I~ \N j II • ~ 74.63' ~ ' • I II OETENTION ~ o, I I POND '~I I a• - a~ I ~ f ASEIIENT~ 5' ~ ~ 7b' 4~ 37~E ' JI 1. Test holes were drilled on August 2,1997 wdh a CME 55 drill rig using 6 1/4 inch end 3 112 diameter talbw and sobd stem augers. 3882 Union Court 1' - 60' Test Hole Locetion Plen Fipure 1 Drawn 8y.-Y2_ 3882 Union Court Project No.: 9704150 Reviewed by. Wheat Ridge, Colorado 8/8/97 Sngineeriny and Testing Consultsnts, Inc. Test Hole t 0 35J12 - 5 10 I 15 20 50/12 csved 7/xx97 N. R. I Not to scale I Drawn By._J& Reviewed by.-A LEGEND 31/12 ~SAND, silly, msd, denae, sligM to med. moist, brown (SP-SK E FlLL, SAND, silry, med. dense, med. rraist, brown (SM) 18I12 SAND and f3RAVEL, medium dense, med. moist to wet (SP) ■ SAND, bose to med. dense, wet. brown (SP) 3w T ~vgd irdicates depth test hole to after augers were rertaved 7r,oM indicates yroundwater level encouMered when ~ drilbd on dets noted 30/4 N. R. indicates no recovery when sampled due to caving 1. Test hob was driiled on August 2, 1997 wkh a CME 55 driA rig using 51/4 inch and 31/2 dfamete► holbw ard solid stem augers. 2. The de~,~th of ihe soils types are ePProximats and the trensilion maY be produal. 3. 35✓12 indicates ihe bcatbn ot a Stanciard Penetration Resistance test requiring 20 bbws wRh s 140 pound hammer falling 30 inches to edvancs a 2 inch diemetx sampkr 12 inches. q. Ciroundwater condkaru aro roprsseMative of the tiekJ condftions et the Ums and date of the measuremsnts. ft is possible thet the qrouridwater conditans may be influenced by climatic conditions as well es the time of the year tM observations were meds. Lope of Test Hole Flgure 2 3682 Union Court Project No.: 9704150 WheetRidge,Cobrado 8/7/97 tnplneurinp and Testing Consultants, Inc. Test Hole 2 DeTAiL OP DAAIN sYSTeM aolr ro scus wli / BA3EMENT. ~ Compaol.ed iill ! ft1t Ezpansion joint materiai (..e e.eati eeiov) _ l11alam 6• olsaa qravel (0.75 ainiaum •iso) 11/2• szpansion ioiat mterlal, +S ail. polyei6yisno vray / f'laoA•diaaater pesiosatad pipe (vinyl plattic inaao*ptabT6). • Disaharqe by:qravity os wabanloal Maa• to • suitaDle yositive ontt*ll. (ltiaisua slope 1/0 laoA yw.loot) Flace qsavel in bottom of 1aters1 irom stzoot to houp, or systu aay be qzaded to a suaip. PolyetAyleee qlnb to wll aaE exteaEed aloaq tbe Dottoi of exwvstlop. MM'is TolyetAelone usnally qlwd at the Ww ol ratesysooilnq. Matti'proottsq aLon1A bi "teaded above the yolritholazis. -ipinearinp and Tias4lnp Consultanes, Ine.- Fiqure _a City ofWheat Ridge E WHEqp . Planning & Development ~ ~ P 7500 W. 29'" Ave. ~ o . Whea[ Ridge, CO 80215 " m 303-235-2851 www.ci.wheatridge.co.us ~O~ORAOo Sec. 26-214 Agricultural-Two Zone District (A-2). A. Intent and Purpose: This district is established to provide a reasonably compatible transition between residential and more intensive agricultural land uses. It provides for large-lot, residential estate living while allowing more commercially oriented, yet still agricultural operations. Design standards have been included where possible to provide a reasonable interface between the two extremes. B. Development Standards: One-family dwelling Group home Detached garege or carport Private storage shed, bams, shelters, etc. Churches, schools, government and quasi-government buildings, golf courses, greenhouses All other uses Minimum Maximum Minimum Minimum Front Minimum Minimum Maximum Building Lot Lol Yard Side Yard Rear Yard Height Coverage Area Width Setback Setback'* Setbackjb' 35' 25% 1 acre 140' 30'") 15' 15' 35' 25% 1 acre 140' 30'(`) 15' 15' 35' 25% 1 acre 140' 30'(`) 15' S' 35' 25% 1 acre 140' 300) 15' 5' 35' 25% 1 acre 200' 30' 15' 20' 35' 25% 1 acre 140' 30' 15' 15' (a) Any side yard which abuts a public street shall have a minimum setback of thirty (30) feet for all structures. (b) Any rear yard which abuts a public street shall have a minimum setback of thirty (30) feet for all structures, except where greater setbacks are specifically required. (c) Front setbacks for one- or two-family dwelling structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for those portions ot lots which abut a cul-de-sac bulb. (See Figure 26-1232.) (d) Accessory buildings housing livestock (including poultry, kennels and rabbits) shall be set back one hundred (100) feet from the front property line. All other accessory buildings not listed shall have a minimum front setback of seventy-five (75) feet. (e) Lots smaller than one (1) acre may be used only for residential purposes.