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5350 Nelson Street
INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: Ui, ADDRESS: )-)o ��(s�'n ��� JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground -- Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof( -- 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: ADDRESS: JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous 2 Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 2 410 Final Window/Door 411 Landscape/Park/Planning' Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works'' 413 Flood plain Inspection*' 414 Fire Insp. / Fire Protection' 415 Public Works Final" 416 Storm Water Mgmt." 417 Zoning Final Inspection' 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Aoq Vo�-- Job Address: ' 1,-_-L000 fr Permit Number: _2J 1-7n;b 7,f2 ❑ No one available for inspecti fi' e 5 AM/ M Re -Inspection required: Ye o When corrections have been made, call for re -i ection t 303234 933 Date: ( 2� ��� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE s Inspection Type: (e gid Job Address: 6-0 C7 S Permit Number: 10 1-7 0 2569'1 � tr ❑ No one available for inspection: Time AM PM Re -Inspection required: Yes No When corrections have been made, call fr re -inspection at 303 -Lw, 234-59933 Date: k1 ) 1 Inspector: c DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT _ 201708673 PERMIT NO: 201708673 ISSUED: 10/27/2017 JOB ADDRESS: 5350 Nelson ST EXPIRES: 10/27/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 34.63 sq Pitch = 5/12 *** CONTACTS *** OWNER (303)919-7963 BLAGG ROBBIE E SUB (303)295-7769 Robin J. Tichy 017911 Alpine Roofing Co., Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,181.38 FEES Total Valuation 0.00 Use Tax 297.81 Permit Fee 283.55 ** TOTAL ** 581.36 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when. 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201708673 PERMIT NO: 201708673 ISSUED: 10/27/2017 JOB ADDRESS: 5350 Nelson ST EXPIRES: 10/27/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 34.63 sq Pitch = 5/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, a all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the ow r of the pr erty and am authorized to obtain this permit and p rform the work described and approved in conjunction with thi rt. her attest at I am legally authorized to include all entities na ed within this document as parties to the work to be per ormed that all wo to be performed sed in this document�d/ its' ac om anying approved plans and specifications. Signature`of OWNER f 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 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 Off-cial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ,or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 4- .. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett Z 070 �( From: no-reply@ci.wheatridge.co.us Sent: Thursday, October 26, 2017 1:04 PM To: CommDev Permits\ Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION D1 L Property Address 5350 NELSON STREET Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) ROBBIE BLAGG 303-919-7963 gal, 13 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Field not completed. Yes 22993 SIGNED CONTRACT.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Alpine Roofing Co., Inc. 017911 303-598-9277 Contractor Address 4780 York St, Denver CO 80216 (Primary address of your business) Contractor Email Address dcarey@alpineroofingco.com Retype Contractor Email dcarey@alpineroofingco.com Address DESCRIPTION OF WORK TOTAL SQUARES of 34.63 the entire scope of work: l Project Value (contract 14,181.38 value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No Pitched roof (2:12 pitch or greater) 14 both? (check all that apply) What is the specific pitch 5/12 of the PITCHED roof? How many squares are 34.63 part of the PITCHED roof? Describe the roofing GAF Asphalt Shingles materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional Reroof on House detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 15 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Denyell Carey Email not displaying correctly? View it in your browser. 16 AUKASE UVOUINC erns INC. R.TICHY FLAT • BUILT-UP COMPOSITION • STEEL • COPPER • SHEET METAL SprciuCazing inttiC�Iypes CommerciaC Industriaf'and &_sidentiaC&afing To Robbie Blagg DATE June 29, 2017 4780 YORK STREET 5350 Nelson Street DENVER COLORADO 80216-2235 PHONE (303) 295.7769 Arvada, CO 80002 ATTENTION: Robbie Blagg FAX (303) 296-6803 JOB LOCATION 5350 Nelson Street Arvada, CO 80002 Alpine Roofing Co., ina, proposes to furnish all labor, materia and equipment necessary to complete the work outlined as follows: Deck Preparation • Protect ground surface from falling debris below demolition. • Proper removal and disposal of 1 layer of existing roofing materials_ • Remaining fasteners to be driven flush with roof deck. Inspect decking and re -attach as needed. • Replace damaged/deteriorated decking at the rate of $72.00 per 4'xg' sheet. underlavments • Install GAF self -adhering underlayment approximately 3' up from eaves and complete low sloped roof deck on North side of the house. • Install 1 layer of Tarco Easy Lay i#15 brand synthetic undedayment over remaining roof surfaces. Flashings • Replace all pipe flashing with new. • Replace all attic vents with new. • Install 26 gauge pre -finished steel flashing at eave, rake edges, and sidewalls as required. • Paint all plumbing, attic vents and beating vent flashings. Roofing • Install new 5" pre -finished seamless gutters with 2"x 3" downspouts to match. Including five-foot extensions. • install 36" wide valley liner centered in valleys. • Install GAF asphalt shingles per manufacturer's specifications including starter and hip & ridge shingles. • Remove all debris from the site. • Nail magnet to be run at perimeter of grounds on a daily basis. • 5 Year workmanship and manufacturer's warranty will be issued upon completion and payment in full (we accept cash, check, Visa, Amex & MasterCard). • All work to be completed in accordance with local building codes. Cost: Fourteen Thousand One Hundred Eighty One Dollars and Thirty Eight Cents ($14,1$13$) YESJN4 Our price includes all necessary licenses, permits, taxes and insurance to be paid by Alpine Roofing Co., Inc. Thank you for the opportunity to submit this proposal. 117we can be of further assistance, please feel free to contact our office at your convenience. This proposal becomes a contract when one signed copy is returned to our office;°" a � service since 1960 TERMS Arm CONDITIONS_ The above proposal, If accepted as a contract or accepted on any other contract form, incorporates an provisions stated herein. Insurance: The Company agrees to can sufficiertt Workmen's Compensation and Public Liability insurance to protect the owner against any claims arising due to the Company's operations. The Accepting Party agrees to provide sufficient insurance to protect the Company against foss of later, materials or equipment installed in or on the premises. Surety & Liability Coverage provided by Keller -Lowry Insurance Inc (303) 756-9909. Guarantee: Printed on the reverse side of this proposal and incorporated herein, by reference, is the MRCA Fort 2007A Guarantee, which will be supplied upon oompietion and acceptance of our work. No other expressed or applied warrant is made. The liability of the company is subjected to and limited by the terms and conditions contained in oris guarantee. Reasonable Control The Company shall not be responsible for damage or delay due to considerations beyond its reasonable control including the availability of all materfats. Substitutions may be required. Additions or deviations shaft be considered as a change to the contact. Terms: Net on completion. Interest at 1112% per month (18% per annum) winbe charged for all past due amounts. This proposal is subject to the approved credit of the purchaser. It is valid for a period of 30 days, and is subject to change or withdrawal after that date. These terms are binding unless otherwise state in proposal. Facilities: The Accepting Party agrees to provide the company with sufficient storage room for all materials on the johsite. Attorneys t=ees and Costs. In addition to injunctive relief and/or monetary damages, the corporation will be entitled to recover it's reasonable attorneys fees and costs, including any expert witness costs, incurred in enforcing this agreement. Exclusions: Ali other Items of work not specifically mentioned are excluded. Project Start/Completion Date: Work will be performed within approximately 30 days after receipt of signed contract weather permitting and approval . of customer. Timeframe is subject to change and notification will be provided to the customer if more time is needed. Additional Terms: Property owner may rescind the contract for roofing services within 72 hours of signing contract and obtain full refund of any deposit -lain 10 days. If the property owner plans to pay for roofing s-ervices fhmugh a i i;,mrarce claim, Alpine Roofing Co., Ina, cannot pay, waive, or rebate the homeowners insurance deductible in part or in whole. Alpine Roofing Co., Inc. shall hold In trust any payment received from you until Alpine hoofing Co., Inc. has delivered roofing materials at the site or has performed a majority of the roofing work on your property. Property owner may rescind this contract within 72 hours after receiving written notice from the property and casualty Insurer ilial the claim has been denied in whole or in part However, Alpine Roofing Co., Inc. is entitled to retain payments or deyosfts to compensate Alpine Roofing Co., Inc. for roofing work actually performed in a workmaniike manner consistenf,vrf stn rd` 4 _ 9, inri,4fty practicesRespectfullySubmitted by, Richard Schafer (Sa ng): ACCEPTED BY: DATE: V INSPECTION RECORD OccupancvlType INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS'JOB POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED - CONCRETE SLAB FLOOR - Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing . Lath /. Wall tie ' Mid -Roof GIY Electrical Service Rough Electric - Rough Plumbing Gas Piping Rough Mechanical AIdUVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING [ Drywall .... n. Screw FINALS - Electrical .INSPECTOR INITIALS COMMENTS: Plumbing. Mechanical -: Stemwall / (CEG)'Concrete Encased Ground Roof .Reinforcing or Monolithic WCOMPLETED Building Final Fire Department R.O.W & Drainage& Sewer Service Lines ZONING, FIRE AND PUBLICE.WORKS RECALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & LandscaSHOULO "NOTE: ALL ITEPPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF INSPECTION BY THE BUILDING DIVISION DOES. NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY. NOR PERMISSION FOR OCCUPANCY. FOUNDATION INSPECTIONS DATE .INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG)'Concrete Encased Ground .Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines UCCUPANCY NOT PERMITTED. UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection'Type: r� Job Address: Permit Number: I': _ r ❑ No one available for inspection: Time c AM /PM Re- Inspection required: Yes No When corrections have been made, call fo re-inspection at 303 - 2345933 Date: / o Inspector: ",isr r: DO NOT REMOVE THIS NOTICE ♦ i CITY, OF WHEAT RIDGE - - Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: i� 0 9 Job Address: n1. {mac• v1 S� Permit Number: 0 L/ l _S 0 ❑ No one available for inspection: Time S AM PM Re- Inspection required: �es No When corrections have been made, call for re-inspection at 303 - 234 -5933 Date: / ^, Inspector: K "(I ,1 i 4, DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929. Fax INSPECTION NOTICE Inspection Type: Zr Job Address: `�} 5 `�C� All 115;n ✓i t Permit Number: 0 30 ❑ No one available for inspection: Time AM Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: lr2 (' Inspector: r DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: n/A 1200", Job Address: S3Sb lSan> R. Permit Number: n9y/3D 1 No one available for inspection: Time '/f3 A /P Re-Inspection required: Yes t "When corrections have been made, call for re-inspection at 303-234-5933 (a Date: 1-'2-10 Inspector: I DO NOT REMOVE THIS NOTICE Jan 21 2010 3:17PM Alpine Roofing Co., Inc. To: Permit Dept From: Denyell 3032966803 ALPINE ROOFING CO., INC. 4780 YORK STREET DENVER CO 80216 303-295-7769 FAX (303) 296-6803 Fax 303-235-2857 Date: January 21, 2010 Re: Re-inspection Fee Permit #094130 Pages: (Including cover page): 1 For Review 13 Please Comnrent ❑ Please Reply ' ❑ Please Recycle rge credit on file for the re-inspection fee of $61.00 for permit An online request has been made for the re-inspection of this location. Please fax receipt to 303-296-6803 when processed. Thank you, p. 1 i% PARCEL INFO f Permit Fee' Total Valua ESTIMATED PROJECT VALUATION: FEES 199.30 a ' 00 S . 2 n 1 6.54 325. 84 rt~ GOJJ: LOWING BUSINESS DAY. City of Wheat Ridge Building Division Date: 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan Inspection Line: 303-234-5933 Permit #0 q 4W, x _ Building Permit Application Property Address 5350 NELSON ST Property Owner (please print): ROBBIE BLAGG Phone: 303-469-9931 Mailing Address: (if different than property address) Address: City, State, Zip: CoitractQt: ALPINE ROOFING CO., INC Contractor License 17911 Phone: 303-295-7769 vuli Contractors 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): HOUSE Construction Value: $ 7,030.00 )Ncoptlonof work (as calculated per the Building valuation Data sheet) REMOVAL OF EXISTING. ROOFING MATERIAL. INSTALL ICE. Plan Review (due at time of submittal):$ & WATER AT ALL EAVES, #30 FELT ON THE REMAINING, & GAF/ELK 30 YEAR DIMENSIONAL SHINGLE. INCLUDING MISC SHEET METAL. Sq. Ft./L. Ft added: Squares 35 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 Wheat Ridge Building Code (I.B.C) and all. other applicable Wheal Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE,.: (OWNER) CONTRACTOR or PERSONAL REPRESENTATIVE OWNER) (CONT TOR) ..PRINT NAME: ROBERT D. TICHY, PRESIDENT SIGNA E: Date: 11/16/09 RESIDENTIAL SITE CERTIFICATION DATE: ADDRESS: _53g0 A16,5;oN ST• LOT: (o BLOCK: I SUBDIVISION: _SKVU NF Fs-r~+7E5 Gt.G ~ The relative elevations at the referenced address were measured at the lot sides and comers, top of foundation and other locations as needed. The sides, elevations and drainage patterns as measured aze in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. ❑ The lot grading does not conform to the approved grading and erosion control plan The attached revised ref gading and erosion control plan reflects the existing grading at tlus site is functionally adequate for ttus lot and the overall subdivision. seal ~ Sincerely, IMPROVEMENT SURVEY AND /I\ Carroll & Lange ° DRAINAGE CERTIFICATE I ~ A ~rotessionai enylneers n Lann burvayors ~ i,, s.wn w,~oi, divn. sline , ea Lakewmtl, Coloratln fl02LP Ci081 980.0200 pLS~ 16109 RACT 'A,• o} N O p\' Q~~NOO'24'26 "W o 3~ 2 [9n ~ 10 1.23' LOT 6 ~~4_ 70 u.e. ~ . 2o o' wooD ~ DECK M 28.0' 2 STORY N 10.0' Q~ STONE AND FRAME 5350 y m 1 NELSON STREET ~ -_H ~ 1 a l N N UP, 'iQ lIK fiF`Ati(-' F6'4l"- y= `p 1 S.p' Q10.0' 0 48.0' Q6NTCN COVD. WOOD PORCH ~ xR~ A~1 N ~ 1 O A \ Ji ~ ~ ~ - __-11 I ~ I III U.E. L= 64.10' R=325.00 NELSON STREET o=11-18'oi" v 1.0 f 1.0 I h~'I I ~ I~ ( I ~ 6 pL511 16109 W N N O~ ~ 7.6' 1 ' PLAT SCALE 1 = 20' JOB N0: 3161 DRAWN BY: PH DATE DRAWN: 10-22-04 LEGEN D • =FOUND #5 REBAR WTH PLASTIC CAP p=FOUND NAIL & DISK R=PROPERTY LINE BOW=BACK OF WALK I[=FLOW LINE X)=PEDESTAL v =SERVCE x ~ ,~=FIRE HYDRANT PROPOSED TOF=,Y,,l AS-BUILT TOF= Q,(i.l o ,a 20 ~ I NEREBT CERTIfY THAi THE EIEVAiIONS ANO ORAINNGE PATIERN SHOY.N ON FRLOT_§_,1NC NO9LOCKJ OF SKYLINE ESTATES TIEREON KERE DEVELOPED FROM ASURKT Of THE ABOVE DESCRIBED PROPERTV, aEaroawco oH THE onlc sHOVm. nrvo ACCURATELY ANO TROIY DEPICT THE ELEVAl10N5 AS iHEY E%ISiED ON iHE OAIE OG SNID SURY£T. 1HE RELATrv£ ELEVAlION5 AS DEPICTEO HEREON MAr CHANGE SUBSEQVENT TO iHE DAiE HERECP OUE TO THE SUBSIOENCE OR UPHEAVAL OF THE SOIL ADOITION OR OR REMOVAL OF SOIL BT ACTS OF HAN, EROSION BT THE WND OR WAiER OR OTHER FACTORS. iHEREFORE,]y15 SURVET AIAY NOT ACCIIftAiELT D[WCi THE FLGVATION$ ~L '+1 OAIE SUk~ET T ELEVA➢ONS ANO DRAINAGE GATiERN BOVE SHONN ARE THE REGISiEREO LAND SuRVErOF'S CERlIFlEO FINOINGS OR THE RNISHED GROUND GRADES ARWND YOUR RESiDENCE ON 1HE OATE SHOWN I ~ YOU, iHE HOMEOANER, MUST MAINTAIN lHESE ELEVRTONS AND CRADES TO PROPERLY DRAIN THE WATER AWAT FAOM I YOUR HOUSE THE BWLDER OF YOUR J HOME NiLL NOT COWR STRUCTURAL DAMAGE TO YOUR HOME CAUSED AS A RESULT OF CNANCES MADE IN THE FINISHEp . GRApES. THEREFORE, li IS vOUR RESPONSIBILRY TO MhINTAIN THE GftADES AS SET BV iHE BUILOEF AND AS CERTIFlEO HEREIN BV THE SUROEYOR. IN ADDIPON, THE H.O.W. PROiECilONS ON ~ A'y^ RSIpENCN O YOUR R W BoW BUILDER Oi VER 4RUCIDRA O WLL 0 DAMAGf CNUSEO AS A ftESULT OF ~ LHANCES MADE IN THE FINISHED I DRAINAGE TH E ~ L RESPONSIBILITY iO M INiAIN THE POUR CRAOES AS SET BT THE BUILDEft AND AS CERTFIED Br ME SuRYEVOre BT BEARINGS ARE BASED ON THE EAST . LINE OF LOT 6 BLOCK 1 ,OF THE RECORDED PLAT SKYLWE ESTATES FILING N0. 3BEARING N00'24'26"W . W1TH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE. AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION ' THIS 19TH DAY OF OCTOBER ,2004. , OF THE PROPERTY DESCRIBED AS LOT 6, BLOCK 1, FLOOD INFORMATION: SKYLINE ESTATES FILING NO. .3, THIS PROPERTY LIES WITHIN ZONE C, DESVGNATED AS CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL EMERGENCY M~NAGEMENT AGENCY FLOOD INSURANCE COUNTY OF JEFFERSON, RATE M~q{~'CfMAW(WfIPANEL NO. 085079-0005 C, STATE OF COLORADO Revi\5~i1'F,~D4H1~~'KrLmE EsrnrES FLc. No 3) AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMEM'~IGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PREAR6, ~ SHOWN. B Y: DATE: iHIS SURVEY DOES NOT ADDRESS EASEAIENTS OiHER THAN THOSE SHOWN ON THE RECORDED PLAT NOiED'HEREON. dU%E➢f66lA1.1TTGENT WAS PRONDED TO THE SURVrcYOR- NOTICE: ACCORDING i0 COLORADO LAW TOU MUST COAIIAENCE ANY IECALAC110N BASED UPON uJY OEFECi IN WIS SURbEY MiHIN iHREE YEAPS nF1ER YOU PIRST OISC04£flE0 WCH DEFECi.IN NO EVENT MAY ANY ACTION BASEO UPON ANT pEFECT IN iH15 SURVEV 9E COMAIENCED MORE IHAN TEN YEFRS FROM THE DNTE OF THE CERPRCATION SHOKN HEREON. . j . j ! I F f ~ •1 . , l . ~t__•_ - . ~ ~ I N CD U') v 0 ~`~l , N ` - ~ U') ~ . , , F ~ r t ~ LO N dM~' . ~ - N ~ oD \ • , fL - - - RESIDENTIAL SITE CERTIFICATION DATE: ADDRESS: LOT: r, BLOCK: I SUBDIVISION: SKyunrf EsTS+7E5 G[_G.*~3 The relative elevations at the referenced address wete measuted at the lot sides and corners, top of foundation and other locations as needed. The sides, elevations and drainage patterns as measured are in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. (3 The lot grading does not conform to the approved grading and erosion control plan The attached revised ref grading and erosion control plan reflects the existing grading at ttris site is functionally adequate for ttus lot and the overall subdivision. seal \r) Sincerely, IMPROVEMENT SURVEY PLAT AND SCALE: 1" = 30' Carroll & Lange = DRAINAGE CERTIFICATE doe No 3161 , s~ & Lan( ies somn u~io~ erv~_, swre 1se ORAWN BY: PN L-ekewootl, Coloretla 80228 ~ ~ 04 (soa) 9eo-ozoo DATE DRAWN: LEGEN F-) • =FOUND #5 REBAR 4 WITH PLASTiC CAP O =FOUNO NAIL & DISK \ \NO~. BOWRBACKT I OFWALK ~.b \242 ~ IE=FLOW LINE r \ 6"(.v ❑ =PEDESTAL 70 \ 9 ~ =SERVICE 7 ',C ~=FIRE HYDRANT PROPOSED TOF= 47.9 AS-BUILT TOF= 47.6 -I \ o is~ y \ ~~Q \ ~ ~~I 0 15 30 ~I x ~ rn I QU Q 1 n ~ Nh 4l. ~ I I w C 'I ~ e' yD~ I H N I HEREBT CERTIPV THAT THE ELEVAilONS ANO OFNNAGE PATIERN SHOWN ON p' O LOT BLOCK,~ Of G! WF STA S v,000 N AN. I~ ^ iHEREON NERE DEYELOPED FROM A SURVET ~ OF THE A90VE DESCRIBEp PROPERTY, k <O PERFORMED ON THE DAIE SHONN, AND ~ I 22'7 % I 9 Z NCCU(iAiELY AND TRULY DEPICT THE q. I 4 M ELEVAilIXJS ~ AS THET E%ISTED ON iHE ~~I I I DAiE OF SA10 SURVEY. IHE RELATIW zo ELEVnilONS AS OEPICIED HEREON MAY W I STOFtY { 00 CHANCE SUBSEOIIENi TO THE pATE I ~ g7p~E AND FRAME NEREOF oUE To THE SUBSOEr+CE OR IIPHEAVAL OF THE SOIL, AODIiION OR K $360 I N uO OR REMOVAL OF SqL BY NCiS OF MAN, I NELSON 5TREE1 Lr) EROSION BY THE N1N0 OR WAiER OR OiHER p I FALTORS. iHEREFORE, IS SURVEY MAY NOT ACNRATELY T iHE ELEVATIONS ANO DRFINAG N OOGFTIE ABOYE ~h FROPERTY ATE $URVET ,~fl FF.~1 h I N~ Q TERED ND SURVETOR. N0. CC ~.4~1 70-79-04 aQ,l~,~ ~ V ~~~,o' y ~o.o' ~ onre suavcv q 20~ " 8'9 ~p~s U ELEVAilONS AND ORNNACE oATTERN I Ol Q ABOVE SHOWN ARE THE REGISTEREO LANO g/~~•J ~1y•u X SURVETOR'S CERTIRED FINOINCS OR THE RE90ENOE GF ON DG ME ES OAlE AROUNYOUR D I pV 1 YOU, I E~ THELEVAII MAINTAIN iHESE O ~ _ - 1_ - J PROPERV DkNN 1HE WATER AWAT FROM ~ YOUR HOUSE. THE BWLDER OF YOUR 10 11.E. HOME WILL NOT COLER SiRUCTURAL ~ DAMnGE i0 VOUR HOME CAUSEO AS A Q ftESULT OF CHMIGES MADE IN THE FlNISHED GRApES. THEREFORE, li IS YpUfl ` J BOW RESPONSIBILITY TO MAINTAIN THE GRADES J p;AS SET BY THE BNLOER AND AS CERTIFlEO HEREIN BY THE SUROETOR. 4.69' L=64.21 ' iH noomon, we h.o w veoTEcnons aN 534'09 26"E R=325.00' rouR ftESiDErvCE PROhoeo e. vouR BWIDER NILL NOT COOER SIRUCIDRAI Q=1 1•'~ 9,09~~ OAMAGE CAUSED AS A RESULT OF ~ CHANGES MADE IN iHE GINISHED DRAINAGE GFADES. MEREPORE, IT IS TOUR qE5FON51BILITT i0 MRINTAIN THE GRADES NS SET BT THE BUILOER AND AS NELSON STREET CEAnFIED aY THE sURVEYa+ BY BUILDER BEARINGS ARE BASED ON THE A~,ST LWE OF LOT 5 BLOCK 1,OF THE RECORDED PLAT SKYLINE ESTATES FILING N0. 3 BEARWG N00'24'26"W . WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 19TH DAY OF OCTOBER ,JQ04- , OF THE PROPERTY DESCRIBED As: LOT 5, BLOCK 1, FLOOD INFORMATION: SKYLINE ESTATES FILING NO. 3, THIS PROPERTY LIES WITHIN ZONE C, DESIGNATED AS CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDWG TO FEDERAL EMERGENG'(„ AGEMENT AGENCY FLO00 INSURANCE COUNTY OF JEFFERSON, RnrE,MAN~;'b~~uffwTr anNeL No 085079-0005 c, STATE OF COLORADO sKrLwE EsrnrES FLc. No 3) AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVE $;•~'ASEM .;,RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY ORON THE P Y SHONM. BY: - • ti.. DATE: ~g~ ~4 RECERTIF iHIS M~DATE: SURVEY DOES NOT ADDRESS EASEUENTS OiHER THAN THOSE SHOWN ON THE RECORDED PLAT NO HEREON. ~lf0a~l'1C~' NIiMENT WAS PRONDED TO THE SURVEYOR, NOTICE: ACLOROINC i0 COLORADO LAW YOU MUST COMRENCE ANY LEGAL ACTON 9AY0 UPON ANY DEG T IN MIS StiFWT N1WIN iHREE ffiARS'FiEF TW FIRST DISCOKREO SUCH DEFECT.IN NO EVENT MAY RNY ACTION BRSED UPON ANY OEFECT IN iH15 SURVEY BE COMMENGED MOflE iHAN iEN YEARS FROM THE OAIE OF THE CER➢FICNPON SHONN HEREON. TO l=. : ` ~ T ' ~P 4 i\ > r • ~ W~iXit' . t ~i Un ~ . '.,''\p~~.• ,Up ~i . . . ~ Ul ; --~••-1-»_ ~ ~ , ~ ~ ~ . , ~ r N P ~ ; 9,O ° ~ - . O > 0 ; 'P N ' \ % "i ~ ~I ~ cn ' ~ ~ ~ .-s; D N ; • \ \ > r. O M ~ } : t`~ \ 1 ~4t~ . . . 4 1 l e ` t t ^V ~ (f ~ ~ a ' ~t ~ t ~ _ (u- ~ ` : - - 90 _ ~.m _ •r., ` - ~ j ~ - - - - - - - 7 - - - - - - , , F ~ f ~ ._---s' . ~ j ~ t RESIDENTIAL SITE CERTIFICATION DATE: 1 vl2 0la ~ ADDRESS: 63/8 NtcSoN STR£ti LOT: 9 BLOCK- i ~ The relative elevations at the referenced address were measured at the lot sides and comers, top of foundation and other locations as needed. The sides, elevations and drainage pattems as measured aze in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. ❑ The lot grading does not conform to the approved grading and erosion control plan The attached revised ref grading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. seal lr~ Sincerely, - IMPROVEMENT SURVEY AND /IN Carr0116~Lange= DRAINAGE CERTIFICATE ~ vmiess~onzi eneineers a I zno swvevors 165 SoutM1 Unlon 81va, Sul~c ISf> Lakewootl. Coloiatlo 00228 (soa) e¢o-ozoo r U w Q U >z =w a ~ 11 F 1 31' ~ I ~ N I 0 rJ t ai- TRACT A 70.00' 5007426"E ' 000 0 10 U. E E. r I 1 BLOCK 1 ~ x , ' s I ° ~o I 38 ' ' r x wooo 09 DECK K~ a FRP ~ 7' 22 . I I ro 1 STORY FRAME I tO NELSON 531STREET o 10.5' FF=~ I I ~ I I N R ~~ti I ~ ~Ip~il ~ J I~L ~y p cF= `73 % i 7. o' ~1' I ti ~ y 3, 20.0 ' 10,0' T A . o ~ 1 PORCH ~ I ~ 12 0' A J ~ L1j ~ ~ - J sL a,,1 10' U E. d ~ R w^70.00' 50074 26"E w'- ot gow G I O . . <'I i. 0 FcOW L NELSON STREET PLAT SCALE: 1 " = 20' JOB N0: 3161 DRAWN BY: PEB DATE DRAWN: 10- 21 - 04 LEGEND 0 =FOUND #5 REBAR WITH PLASTIC CAP O=POUND NAIL &.DISK R=PROPERTY LINE BOW=BACK OF WALK fL=FLOW LINE ❑ =PEDESTAL x V =9ERVICE PROPOSED TOF= 43.7 AS-BUILT TOF= 43.7 nI\ \I/ I o~o i NEREBV CERTIFY iHAT THE ELEVATIONS AND DftAINAGE PATTERN SXOWN ON LOi~,_ , 9LOCK~, OF SKnME ESTAlES FILING NO. 3 THEREON WERE OEVELOPED FROM A SURVEY OF THE nBOVE DESCRIBED PROPERTY, PERFORIAEO ON THE DATE SHOWN, ANO ACCl1RAl£LV AND iRULY DEPICT THE ELEVATIONS AS THEY E%ISTED ON THE DATE OF SAID SURVEY. THE RELAiIVE ELEVQIONS AS DEPICTED MEREON MAY CHANGE SUBSEOUENT i0 THE DAif HEREOF DUE TO THE SlIB510ENCE OR UPHEAVAL OG THE SOIL, ADDIiION OR OR RENOVAL OF SOIL BY ACTS OF MAN. EROSION BY THE WINO OR WAT Oft OiHER PACTORS. THEREFORE. THI RVEY NAY rnE/cLcvnnoHS nuo oreniNncc anrrcaN AB6VE SHONN ARE THE REGISIEREO LAND suRV[voa's cEanriEO FiNOiNCS oa THE fINISHED GROIIND CRADES AROUND YOUR RESIDENCE ON THE OATE SHOWN Y00. THE MOMEOWNER, MOST MAINTAIN THESE ELEVATONS AND GRADES i0 PROPERLY DRAIN THE WATER AWAY FROM YOOR HOlISE. THE 9111L0ER OG YOUR HOME WILL NOT COVER STRUCTURAL DANAGE TO YOUR HOIAE CAUSED AS A RESULT OF CMANGES MADE IN THE FINISHED GRApES. iNEREFORE. IT IS YOUR RESPINJSIBILITY TO MAINTAIN THE GRPDES AS SET BV THE BUILDER AND AS CERtIFlED HEREIN BY THE Sl1RVETOR. IN AODITION, THE H.O.W. PROTECTIONS ON YOUR RESIDfNCE PROVIOED BY YOllft BUILDER WILL NOi COVER STRUCIDRAL DAMAGE CAUSED AS A RESULT Of CHANCES MAOE IN THE FlNISHED DRAINAGE GFADES. THEREfORE, li IS YOUR RESPONSIBILITT TO MAINTnIN THE GRADES A5 SET Bv THE BUILDER Arv0 a5 CERTIfIED BY THE SIIRVEYpR 8Y BEARINGS ARE BASED ON THE EAST LINE Of LOT 9, BLOCK 1,OF THE RECORDED PLAT SKYLWE ESTATES FILING N0. 3 BEARING S00'24'26"E . WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 24It~ DAY OF OCTOBER ,2004_ , OF THE PROPERTY DESCRIBED As LOT 9, BLOCK 1, FLOOD INFORMATION: SKYLINE ESTATES FILING N0. 3, rHis aROPERrv uES wirHiN zoNE c, oESicNnrEO as CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE COUNTY OF JEFFERSON, RnrE Mna, cVtawrtrftiP,q,~,EL No. 08507e-0005 c, STATE OF COLORADO REVisEO F~~~ ~~qF~~' NE EsTnTES FLc No s.) AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDWG IMPROVEMENTS, ~ Y~'~~ TS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PREMI .A.LGU.E?F~WN. BY: _ DATE: RECERTIFIED BY:'•`~'a~ ~ a~9 THIS SURVEY DOES NOT ADDRESS EASEMENiS OTHER THAN iHOSE SHOWN ON THE RECORDED PLAT NOffD HEREON_ NO TIiL AS PROVIDED i0 THE SURVEYOR. NOTICE: ACCORpING i0 COLOflADO LAW YOU MUST COHMENCE ANY LECAL ACiION BASED UPON ANY DEFECT IN iH15 SUflVEY INiMIN iHREE YEARS AFTER YOU fIFST DISCOVEPEO SIICH DEFfCT.IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECiIN THIS SURVEY BE COMMENCED MORE THAN TEN YEARSFROM THE DATE OF THE CERTIFICATION SHOWN HEREON. KEET 2 .pp T G /11 54411 5141.05 RI / I 5440 5 ~ G ~ 40.13 54 3E~ EXISTING I ORAINAGE DITCH ~ 5439 6 1 B /G I F ~ ~ ~ 54 39.24 543 801 i I 11 t- ji $439. 2 ~ ~ B/G,.~ , ; ; , l ~ 54361 A - ~ ~ CONQR ~ B/G I TACH~D wnu<,(nrP.) S431S 1 ~I ; I i 5c~.oo' i , R. j w'~~i RE5IDENTIAL SITE CERTIFICATION DATE: I //8 104 ADDRESS: ~j_3F5p ti se.j STRIST LOT: 3 BLOCK: / SUBDNISION: 5 K,~ '<-A-r t s v a 3 X The relative elevations at the referenced address were measured at the lot sides and corners, top of foundation and other locations as needed. The sides, elevations and drainage patterns as measured aze in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. ❑ The lot grading does not conform to the approved grading and erosion control plan The attached revised ref grading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. Sincerely, lr~ ~ IMPROVEMENT SURVEY AND OFj'N Carroll sz Lange° DRAINAGE CERTIFICATE ~ir 5 iti~w ni n:unP.1 so i , i c i i rme"n au:i~ r~Bo-nzno L U Q W °~Q w TRACT A ~ 3g,8Jr. s~2425 ~ 'C' u.E ~ ~ / LOT 3 I BLOCK 1 lZD Elw~ ~ I x4 7i ' ~ ~PATI I I x 4 3 34.7' 3 ,~~8 0 1Z.Qi xti/ 10.0' 2 STORY I ~ ~OI §'t BRICK AND FRAME 5380 NELSON STREET I^ ~ N aF= Sb~-' cF=S1/Z I I x 10.0' Q. c) I53b ~ x a° ; ~ s4t ° x - ~ 26•02519-28 5r ,V1 ~7 ~ PLAT SCALE 1 " = ZO' JOB N0: 3161 DRAWN BY: PEB DATE DRAWN: 10- 21- 04 LEGEND • =FOUND q5 REBAR WITH PLASTIC CAP O=FOUNO NAIL & DISK R=PROPERTY LINE BOW=BACK OF WALK E=FLOW LME O =PEDESTAL f =SERVICE PROPOSED TOF= 50.6 AS-BUtLT TOF= 55.4 \ / - ~ + I o 10 20 ~ I V C C I MEREBY CERiIFY iHpi THE ELEVAilONS qNp DRaNnGE PAiiERN SHOwN ON - a~{p ~ 'm IT1 IOT--L-- BLOCN1~ Of SvYryMF FSTATF< ~ J fILINCON YrEftE NO 3 iHERE DEVELOPED FFON A SORVEY I I' OF iHE ABOVE OESCRIBED PROPERTY, PERFORMED ON THE DAiE SNOWN, RND nCCURAIELY nND iRULY pEPICT THE ELEVAii0H5 n5 THEV ExiSiED ON iHE ~AiE OP SAID SURVEY. THE RELAINE 0 1 3 3 jI ELEVAilONS AS DEPICiED HEREON MAY . y d: ' I y chnNCE suescoucNr ro THE onTE HcReor oUe ro rnc sUasmcNCc U ~ OR UPHEAVAL Of iME SOR, qDDITION OR I OF RE40VAl OF SOIL BY ACTS OF NAN, GO ~ EROSION BT THE WIND OR WATER OR OiHER FqCTORS. TNEREFORE, iH6 SUFVEV uAY NOT ACLVRAiELY OEPILi THE ELEVAilONS ~ ANO OFAINAGE PATTEFN qIA7NE ABOVF (p TV Af R THE ~AT SORVET I ~ 57 ?m RE EPEp LAN~ SURVE , N I \ - ie- oa o i ~ I Z DPTE OF SVRVEY V p ELcvnnous nrvo oreawACC Pn*rcarv mE ~ O I ~ nBO VE SMOwN nRE THE REGi51ERED LnND ' . SORVEYOft S CERTIREO FlNDiNGS OR THE I riwsnco caouNo canocs nROUHO rouR ~ acsmcHCC aH mc onre snowu ~ YOU, THE HONEOWNEP. MOSi MAINTAIN rrvcsc cicvnnorvs nNO cRnoES *o M p ` PROPERLY ORAIN iHE WhiER OWAY FR04 I ~ YOUR HOVSE, THE BNLDER OF YpUR 's HONE WILL NOi COVfR SiRUCiuRnL 11 3 R ~ l pAMPGE i0 YOOR HOMf CAVSEO e5 A RESULi OF CHANGES MAOE IN THE FINISnEO CRADES. THEREfORE, ii i5 TOIIR COVD. RESPONSIBILITY TO NAINiAIN THE GRFDES . PORCH n5 SET BY THE BUILDER nNp n5 CERiIREO I HEREIN 8Y THE SIIRVEYOR. IN ADDIiION, iHE H.O.W. PROiECilONS ON ~ZL YOUR RESIOENCE PROVIDED BY YOVF I BWLDER MLL NOi COVER SiRl1CiURAL DAMAGE CAUSEO n5 n RESl1Li OF ~ CMANGES NADE IN THE FlNISHED I DRAINAGE GftA0E5, iHEREFOPE li IS YOVR RESPONSIBILIiY i0 MPINiAIN THE ~ GflNDES AS SET BY THE BUILOER nND AS J ~ ~ CERTIFlED BY THE SURVETOR W o. j ar ~ - aunnve R 10' U E < FOW =B~.J`E~ ~ ~rL NELSON STREET BEARINGS ARE BASED ON THE EAST LWE OF LOT 3, BLOCK 1,OF THE RECOROED PLAT SKYLWE ESTATES FILING N0. 3 BEAFWG S00'24'26"E . WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OP A SURVEY MADE UNDER MY SUPERVISION THIS 1$IL1_ DAY OF OCTOBER ,2904 , OF THE PROPERTY DESCRIBED As: LOT 3, BLOCK 1, FLOOD INFORMATION: SKYLINE ESTATES FILING N0. 3, ~ rHis PROPERrv uES wi1Hw zoNe c, oESicNnrEO ns CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL EMERGENCY MANAGEMEM AGENCY FLOOD WSURANCE COUNTY OF JEFFERSON, RarE MnP, coMMUNirv PnNeL No. 08507e-0005 c, STATE OF COLORAOO REwSED FEB. 4, 1998 (SKYU`~~;~,~,T FLG. NO 3) AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMENTS, EASEMENTS OR ~{1'T ~~AY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PREM'R13~PcECURP~ 10-1 RECERTIFIED BY: ~~.5' ~ THIS SURVEY DOES NOT ADDRESS EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT NOTED HEREON. NO TITLE C0MMITMEN4 Ft1~~~VEYOF NOTICE: RCCORDING ID COLORADO LAW YOII MUST CoMIAENCE ANY IEGAL ACiION 8ASED-0PON RNY DEFECi IN 1HI5 SUFVEY VliiHIN iHREE TEAflS AFTERSULH OEFECi.IN NO EVENi AfAY ANY ACTION BASED UPON ANY DEFECT IN iM15 Sl1RVEY Bf COMIAFNCEO bORE iMAN TEN TEARS FROM THE DATE Of THE CERPFlLATION SHOWN HEREON. -s _ . - _ , • FL=FL TM.. , ~.Y_' ' _ . ` j ' - _ - - ' ' " . 1_ . . ; ; 3.71 5455.17 I - ~ . i 5 54.2 . _ , 54 9.7 ` , ! I I vV I iji I ' , / I , ` - - , A ~ I 51 54.36 5448 00, ; 50.00' I ~ R.O.W 32.00' ! W I ` FL-Fl,. i ~ 54 . 2 54 - 545300 ' I 446 0 i , ~ . , L0 s ao - / J 4''~~~ 1 pfa 444.! 1957 4 3 i 4 8.3 1-or N~-~1 46.82~.'~?a" i 4 . I ~ ~ R( ~ I ^ \ 4 5.16. - ' PROSED \ ~ IR RIGAT ION E! 1 ~ 46.16 5 47 4 ~S ~ . RESIDENTIAL SITE CERTIFICATION DATE: .ADDxESS: 5_38& NrLsaj STRri-r LOT: Z BLOCK: / SUBDIVISION: ~K,/4ttis 5~1s; A-r es ~ T'he relative elevations at the referenced address were measured at the lot sides and corners, top of foundation and other locations as needed. The sides, elevations and drainage patterns as measured aze in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. o The lot grading does not conform to the approved grading and erosion control plan The attached revised ref grading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. Sincerely, 1r) IMPROVEMENT SURVEY AND CarC011 & LaClge= DRAINAGE CERTIFICATE ~ ~ I lI 6 5 ¢ I ry u n ~ ii u u m i rLo~i o ~,i<.woon ~,.iiocnn 80e28 raoa) een-ozao p bs~q~~~/ 000 I I > > ~ ~ w Ka~~ M ~ 10.5' I ~ Z I d. IN-i I ~ N I Ji/ TRACT A 70. 00' S00 2426 "E , o' FJ F LOT 2 I BLOCK 1 1 I P6~ 91b5~ ~'So h II - PLAT SCALE: 1 - 20 doe No: 3161 DRAWN BY: PEB DATE DRANTJ:10-21-04 LEGEND • =FOUND //5 REBAR WITH PLASTIC CAP Q =FOUND NAIL & DISK F=PROPERTY UNE BOW=BACK OF WALK IL=FLOW LWE O =PEDESTAL j =SERVICE PROPOSED TOF= 57.0 AS-BUILT TOF= 57.9 ~ . I v I w w j xa8~ x ov x ~j as" ~ I ~~nuu ~ wooo Y o 15_3 leSlecK 1~ y1 ~ 41 501 z~ 3' ypo~ 12.e'Ad~ 10 .0' I rj 2 STORY BRICK AND FRAME rJ I ~ ~ ~ 5386 N c~ STREET ~ NELSON {q 3 FF__ ~ I N I GF=~,t. $7' • ~ 3 NP I 17.a ° ioa , 3 COVD. ^ I 6 , PoRCH < I~ Sls ~ ~S 3 I I y~/ I ~ I 1 1 a o , 1 ~ ~ O rC- U J , d. 1 R w 70. 00 S0074 26 "E ' ° B 0 W i.~ ' . T . . . . FcOW L NELSON STREET 0 10 20 I HEREBY CERiIFY TNAT THE ELEVATIONS AND ORAINAGE PniTERN SHOWN ON TOT2BLOCx1, OF SKYLNE ESTATES F G NO } THEREON WEftE DEVELOPEO FROM A StIRVEv OF THE A90VE DESCRIBED PROPfRiY. vcaroau,EO oH THE onrE sHOwH, nNo ACCURATELY AND iRULT DEPICi THE ELEVATIONS AS' TMEY E%ISTEO ON THE DATE OF SAIp SOFVEY. THE RELATIVE ELEVATIONS AS OEPILiED HEREON MAY cHnucc suasEOUCUr ro THE onrc HEREOF DUE TO THE SUBSIDENCE OR UPHEAVAL OG THE SOIL. A001➢ON OR OR REMOVAL OF SOR BY ACiS OF MAN. EROSION Br THE PoND OR WATER OR OiHER FAC70R5. THEREFORE, iH15 SURVEY MAY NOT ACCURAIELV DEPICT THE ELEVAilONS AND DRAINAGE PATTER OF THE ABOVE PROPERTY AGTE ME T OF SURVEY 2{ aECisrEaEO LnNO sua oa. No. ,o-i oa DAiE OF SURVEY THE ELEVATIONS AND ORAINAGE PATTERN ABOVE SMOWN AFE THE REGISTERED LAND suavEVOa's ccanrico riNOwcs oa Trvc rwisHEO caouHO cRnocs naouuo roua RESIDENCE ON THE OAiE SHOWN YOU, THE HOMEOWNER, MOST MAINTAIN IHESE ELEVATIONS AND GRADES i0 PROPERLY ORAIN THE WATER AWAY FRON YOIIR HOUSE THE BWLDER OG YOUR NOME WILL NOi COVEF STRpCiIIRAL DANAGE TO TOIIR HOME CAUSED AS A RESULi OF CMANGES MAOE IN THE FINISHEO GRFDES. iHEREFORE, R 6 YOUk RESPONSIBILITY i0 NAINTAIN THE GRAOES AS SET BY THE BUILOER AND AS CERTIRED HEREIN BY THE SURVEYOR. iH nooinoN, n+c n.o.w. aRalECnoNS aH YOUR RESIDENCf PROVIDfD BY TOIIR BIIILOER WILL NOi COVER SiRUCTURAL DAMAGE CAOSED AS A RESULT OG CHANGES uADE IN THE RNISHEO DRAINAGE GRADES. THEREFORE li IS TOUR RESPONSIBILIiY TO MAINiAM THE GRADES AS SEi BY THE BWLDfR ANp AS cERnFiEO Br THE surevEroR BY BEARINGS ARE BASED ON THE EAST LINE OF LOT 2, BLOCK 1,OF THE RECORDED PLAT SKYLWE ESTATES FILING N0. 3 BEARMG S00'24'26°E . WITM MONUMENTS AS SHOWN HEREON. TMS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 18TH_ DAY OF OCTORFR ,2004 , OF THE PROPERTY DESCRIBED As: LOT 2, BLOCK 1, FLOOD INFORMATION: SKYLINE ESTATES FILING N0. 3, THis aROPERTV uES wirHiN zoNE c, oesicNnlEO ns CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO fEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE COUNTY OF JEFFERSON, RarE MnP, coMMUNiTV aaNEL No. 085079-0005 c, STATE OF COLORADO REVISED FEB. 4, 1998. (SKYLME ESTATES FLG. NO 3.) AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMENTS, EASEMENTS OR RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PREMISES ARE ACCURATELY SHOWyIymiu B Y:~ 10-18-04 ~ y RECERTIFIED BY: DAT~'~}" - ' THIS SURVEY DOES NOi ADDRESS EASEMENTS OTHER THAN TNOSE SHOWN ON THE RECDRDED PLAT N01ED HEREON, NO iI7LE COMMITMMENT WAS Pf{~ ID THE SURVEYOff,, NOTICE ACCORDING i0 COLORADO lAW YOII MUST COAIMENCE hNY LEGAI ACiION BASED l1PON ANT DEFfLi IN iH15 Sl1PY£Y YdTHIN THflEE TEARS AfiEF Y01f'FIRSI~p~+R(@I SyW~~r~ ~ ~N` DEfECi.IN NO EVENT MAY ANY ACTION 945ED l1PON ANT DEGECiIN iH15 SURVEY 0E COHNENCED MORE THAN TEN VEARS FROM THE DAff OF THE CERTIFlCRTIp1~:f9M~ .NSp" ~ 9~ RESIDENTIAL SITE CERTIFICATION DATE: ADDRESS: LOT: SUBDIVISION: -res tio. 3 ~ The relative elevations at the referenced address were measured at the lot sides and comers, top of foundation and other locations as needed. The sides, elevations and drainage patterns as measured aze in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. ❑ The lot grading does not conform to the approved grading and erosion control plan The attached revised ref grading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. Sincerely, lr~ IMPROVEMENT SURVEY PLAT AND SCALE: 1" = 20' ~I~ Carf011 6c Laflg2 ~ DRAINAGE CERTIFICATE Joa No: 3161 . „fP,,f)„RI ~ ~~ld s~IrVeYO,s PEB V I I i~s sourn u111o11 Kwa. su'te ise DRAWN BY: akownotl. Coloratlo 00228 ~ 92o-o2oa DATE DRAWN: LEGEND •=FOUND //5 REBAR WITH PLASTIC CAP O =FOUND NAIL & DISK R=PROPERTY LINE > BOW=BACK OF WALK a w I[=FLOW LINE ❑O =PEDESTAL TRACT A ~ =SERVICE 9651 g P'Spg s~ PROPOSED TOF=57.0 70.00' 5002426"E ~6` ds AS-BUILT TOF= 57.0 I E❑~❑P 10' U E. /~I\ T LOT 1 ~ o 1 0 20 BLOCK 1 x 1. HEREBY CERTIPY THnT iNE ELEVAil0u5 I I y1~ ~~u I1~1~ I LOL~~ABLOCN~, ~ OF 6KliME E9TAlE5 FIU I I 7 ~ a IN/ TH fREON MRE DEKlOPEO FROM A SLIRVEY OF iXE ABOVE DESCRIBEO PROPERIY. 51,'f rJ I PERPoRMED ON iHE DATE SHOWN. AND ~ accuaarELr nNO *RULr ocaic* rHc S Q ELEVAilONS AS iHEY E%14ED ON iHE DNTE OF SAID Sl1RVEY_ iHE RELAiIVE ~3 CHANGE SU SEOIIENT TO iryE DBiE EI 0 WOOD ElEVailONS AS OEPICTED HEREON NAY ~J ~ MEREOF OOE TO THE SUBSIOENCE ~ OR OPNEAVAL 0F THE 504PDDIiION OR }4 ] PC OR RFMOVPL OG SOIL BT iS OG MAN, ~ I ~ I.. EROSION BT THE W~ND OR WAtER OR OiHER Z W FACTORSiHEREFORE, iH15 SURVEY MRY `U AN~ApRANA6EYG~TTEflNTHE iHEV ATBOVE Of. ea nF ee nTe F > u~'~v h r~i m GARDEN LEVEL aeo inxo suRVeroa oBRICK AND FRAME ~o-ia-oa = U ~ 5396 onrz a~ suRVEr ~ Q NELSON STREET rHC cLcvnnoNS nHO oRniNncE annEaH L ABOVE SXOWN ARE TME REGISTEflED LANO LC~ FF=SH ~ Sl1RVEYOR~S CERi1fIED FINOING$ Ofl THE 1O.O FlNISHED GROVNOGRADES PRWND TOVR RESIDENCE ON iHE DAiE $HOWN ~ YOUiHE HOMEOWNER, MUSi 4AINTRIN cf) w GF=S(0 THESE ELEVALIONS nND GRADES i0 PROPERLY DRAIN iHE WATER AWAY FROM ~ - 1gg' roua HousErHE auiToca or roua ,3~ . Nouc vnu Nor covEa nRUCTuanL 1~ ~ pAAAAGE i0 TWR HORE GOSED AS A I recsuLT or cnnNCCS MnoE ir~ rHc cy 1 g. g' <n a 4'wISNED GRADESTHEREFORE, Ii IS YOIIR VD. aESaoxsieai*r ro uniutniH mE cr+noEs 1O CH AS SET BY iNE BUILOER aND n5 CERiiREO PRNACY ~ ~ nEaewar trve sue~rore. FENCE t'~ iu noortiou. 1nE H.o.w. vaorECnoNS oN I k YWF RESIOENCE PROVIDEO BY YOIIR , O' BUILDER WILL NOt CObER SIPUCTURAL 0 DA4AGE CAUSfD AS A REStILi OF / S 4 OOD CMANGES MADE IN TIE GINISHED I-W I hb v I ~ I or+niuncc cRnocs. 1HCrecrorec, iT is ~ K E TOUR RESPONSIBNiT iO MAINTAIN iME I FENC I Q O I Q GRAOES AS SET BY iHE BWLDER ANO nS \ - ~ - ' CERTIRED 9Y iHE SURVETOR ~ ( O BY - .6- - - ~ BWLOER 10' U.E. ~ D 4 l f_ 70.OO' d I\ 54}/BOW ` o S002426"E , ~o Fow ~ NELSON STREET BEARINGS ARE BASED ON THE EAST LINE OF LOT t, BLOCK 1,OF THE RECORDED PLAT SKYLINE ESTATES FILING N0. 3 BEARING S00'24'26°E . WITH MONUMENTS AS SHOWN HEREON. . THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 18Ll-I_ DAY OF OCTOBER ,2044 , OF THE PROPERTY DESCRIBED As: LOT 1, BLOCK 1, FLOOD INFORMATION: SKYLINE ESTATES FILING N0. 3, THis PROaERTV uES wiTHw zoNe c, oesicNntEO ns CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCV FL00D INSURANCE COUNTY OF JEFFERSON, RnrE Mna, coMMUNirr PnNeL No 08507e-0005 C. STATE OF COLORADO - REVISED FEB. 4, 1998. (SKYLME ESTAiES FLG. NO 3.) AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMENTS, EASEMENTS OR RIGHTS Y~,{N EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PBFAALSES ARE ACCUR p ATELY L+11^, r' 10-18-04 ' RECERTIFIED BY: DAT~ s THIS SURVEY DOES NOT ADDRESS EASEMENTS OTHER TNAN THOSE SHOWN ON iHE RECORDED PLAT NOiED HEREON. NO iITLE;COFIFIITU~ENT WAS~'P.9 NOTICE: ACC[1ROING i0 COLORADO LAW YOtI MUST COMIAENCE ANY LEGAL ALiION BFSED UPDN ANT OEFECT IN iH15 SUFVEY N1iHIN iHREE YEARS AREP YOU DF.FECi.iN NO EVENi MAY ANY ACiION BASED UPON Arvv pEFECT Irv THiS SURVEY BE COMMENCED uORE THnrv iErv vEnRS FROM THE DATE OF TnE CER FL=FL y . . x , . I I , ' . _ . - ~ . . _ . . ~ - . ~ . . . .;'s. " ~ m• " ~ . 's ' i . ~ _ . . . _ _ , 1.7 r 5455 , . • + 5 54. _ ' 1 . . 7 ' - , 54 9 . , ( ~ " . I . . . \ I 1 , I ' E, 54 54.36 DE 544$ oa a . - ~ 50.00' I ' R.O.W ~i 32 00' - . ; FL-FL + EXI! - 54 STORM SY ~ 1 ~ . ~ . . ~ . „ ' 1 , 5453:00 , ~ 5446 p - - I J ~ . I , 444. ~ i 3 ; • , ~ - ' , ,I : , 8.3 ~oT I ; ~ : 4 . - - , , G 4 5.16. PROPOSED 20.00' > ( _ IRRIGATION EASEMENT . 5 47.4 \ PROPO~ CONCRETE 'YfAC E ~ ~ m d n~ y N T ~ N N N N 'y y D ~ G N O J ~ d N O N N E ~ m ~ c c N ; ^ _ ' . . . . . . . :2 U . ~ . . . ( U ~ 0 m . O R-' c o N.O u ~ y o ~ Q O o ~ v Q ~ N O uf L p t 6~ y~j 33~' ~„s W ° O ox N N £ ~ ry ~ y ~..n L c 0 3 ? ~ 0 ~ $ a H ~ 2 ~ E ~ a a m a ; 9q a ~ 5 L ~ ~ L . N ~ ~ y' a y C ~ h ~ n~ = O L 2 > A y` d O = C ~ ) t ~ 6 d d 0 A z E z ~ n W G N E j > ~ m a L 1- c a 0 Z w ~ o N ~ ~ a ~ Z Z w O 3 o a 0 0 w W W ~ _ a ~ < 0 a ~ LL O d m U U N ~ U O ~ c a O d' ~ a~ 0'3 ~L m ~ c V 9 D w E O ~ ~ n d ~ f. U C ~ N N E ~ N t O Z ~ N c v 3 m ~ U A E ~ N Date:L2'`~J 1 Q4- A Certificate of Occupancy 1 Completion has been requested for: ADDRESS: PURPOSE OF STRUCTURE: 5 csc Building Department Approval: Remarks: Zoning Approval: Remarks: Public Works Approval: Remarks: Fire Marshall Approval: (If Applicable) Sanitation District Approval (If Applicable) Remarks: Water District Approval: (If Applicable) 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 JOB ADDRESS ~ ts-o'k BUILDING PERMIT N0. I~ -I q J DATE ISSUED OWNER CONTRACTOR ~ TYPE `R CCUPANCY K-- 3 SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing ' l l Y . POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED n n<) Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work)' Heating (Ground Work) .e i..-.-.., 'CDO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical 6? ujq Rough Plumbing Air Test Gas Piping 14 _p Rough Heating & Ventilation Framing I? _ 1`6 0(11~ ~ Insulation n -ZQ -t~~~ Drywall Nailing OT ~ ZH -,pcf Roofing Refrigeration Electrical Underground Final Electrical G- Plumbing Heating & Ventilation /v • o Frame t, --2..°I' n~ R.O.W. & Drainage , Fire Department ` Parking & Landscaping Zio ocf v4' rDMP ~t~c~-~ MYlz. i - l4~-04 OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF tit OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Place in Front Window ~ This Side Out 11 ~ i. ~ T~0-~ - 1 ~ 1 41~ Il~1l u~7 144i'tC) t cq II nk r ,4o r I A c•.Ls aiV < ~ J~f~> "C rG~~G14 lfFlL' ~ ✓ ~4 rD 9 ( it-C.cv~ [ltU1~ jS t~v~k~V l~.~ n`.... ~ ~ ~ ,i I~O~JL r; , ~~I • `~)1 1 w~ oS w~ N 7 ~0 , o ~ W n w O 7 N S < N Q fD N 7 3 N a m ~ ~ 0 ~ , N ~ V (D s ~ ~ ~ C- 0 Q a a N N n 0 0 ~ ~ 0 ID Z (D ~ W ~ n w v _ cn m C W ~ m ~ - r, Z NN ~ 0 'o m Z 0 N ~ ~ o v ~ m 0 -a v to w~ os w~ w' A p W n W O 7 N S < m Q m m D a CD ~ ~ 0 ~ ~ C- 0 a D a a A N N n 0 N ~ ~ C (D Z 0 ~ O Wcnm W~ m Fi• r (o O N 'U 9 vm z ~v ~ M lu -4 en4o4ueseiday Imiuy)al - lae45 vo ~ 4V uo4o~o~ jeqwnN qof O / Q/7 ewoN 90f 4° TL I_ I ' ' ~ ~ ~ - ; ~ ~ VZH ~ O • I ' fi--~ ~ - ~ . ' t ~ ~ _-r_ _ • . I - r ' - ~ UI'SIDU XO IM 0 610r ~ 'Pa4PP q POl-Ol 41. 4~ IIV 'Sl uM'1 s16uqs y}iM qaM ;o sopls y}oq uo 96uog wo}joq oj ~ ~ ~ I i ; ~ ~ I ' - - I I - _ }461} Ip}suI x9 uoy junow ooDi 11M IQ JBMDoB---i - _ ~ - - --fi-~ , -1- 1 ~ ' _ ~ ~ ' , . L._ _ I. . . T. 1 1 I 00 i ; ~ . _ i ~ . _.I. . . _ . ;1PO _ . Y ~ ~ - i _ .f _ I I I - I ~ I ! I I j . I ~ ~ 4Ja~ , W , i i I I 1_..._. f N N 1 I SQQQI` I I ( , i t I I ~ i I _ ~ i _ 1 { I__ L i t to8 00 y9WMA pOOAUO"D ooi T~~taPO°"°Q"'o sses ~ 900/500 In L! -Ft- _1_s VoSTl(q ZSIOt Sf12LL 6Z£90LL£0£ Xd3 4V4T 600Z/4i/60 ~ CD S . 4f w 7 0 A O ~ W O W = . O 7 N S N N Q N 7 N a _ CD ~ d o r ~ N N ~ 9 ~ ~ O O 3 d ; T - ~ _ R a h 4" y N `y~ J . • T~ _ f a q 0 O (D C 0 Z Mi rt - O ~ o' v 0:cnm 0' N (D < W cn m ~ o n O Z~y3 ~ ~m 'Z (D N• ~ 'v o m ~ "V ~ ~ w~ 0 ws w' n A p - W O iW 0 7 m s < m v m CD 7 v a m ~ 0 ~ ~ N o ~ ~ 0 ~ d V n. I~ ➢ Q L o a ~ c.- N n 0 ic y o ztl V . ✓ ~ (D [ O ~ v~ v~ a i o ~ O~ w 7 cn m : ~ ~ O~w(Dm y m z ~ ~ID p ~ Z~v) 9 m . rt ~ - rA ~ ~ o v M r1 , ~ " o:E S ~ N 7 w~ ~o 9 ' w O 1 :3 L~ N S S11 (D 6 (D N 7 N fl. CD C) ~ O ~ 'm s ~ N 9 - ro r,. . O ~ ~ ~ / ~ ~ L. 0 Q a a N N ~ 0 (1 0 A Z (D W 0 ~ r c~ o v ~ rr ~cn (D m O w m ~ ~ • ~ ~ r O I' O ~ ~ N ~ v rqL • < m 0 N ~ ~ v ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17393 BUILDING INSPECTION LINE -(303-234-59SS) Date : 7/16/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES, INC. Property Address : 5350 NELSON ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 OW NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $219,411.00 I hereby certify that the setback distances proposed by this permit appliration are accurate, and Permit Fee : $2,165.55 do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or r restrictions of record; thal all measurements shown, and allegations t Plan Review Fee : $100.00 s o covenants, easemen made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : $2.632.93 application, and thal I assume full responsibility for compliance wilh the Wheat Ridge Building idge or inances, for work under this permit. eat R h W Code (U.B.C.) and all other applicable TOt81 : $4,898.48 ~ ) ~ ~ ~ ~ (OWNER)(CONTRACTOR)SIGNED tkA Q%DATE ~_)&vq 0 Use Description : 3009 A- 4 CAR GARAGE, FIREPLACE IN FAMILY ROOM, OPT GUEST SUITE W/ FULL BATH, GARDENLEVEL BUILDING DEPARTMENbihi~jW n~n°~Gr~y'a° C xnnvrlc *or lofitingprop~ edplan ~arttli:'; 4 to ih~ ort , 0MnRt The ('it ~ L` Y is not respors L~i7r, ds. Approval : TRC ! r' d wuhin he ~;.'ln Zoning : PRD ~ re s rcyulting frnn~ i;, 2 ENGINEERS STAMPED FOUNDATION PLANS Approval: CR Publ~c'"W~S~ks`CoRiEt~1eR~'$;i OK. 7116104. SEE ATTACHED SHEETS Approval : DFB Occupancy : R-3 Walls : Roof : Stories : Residential Units : 1 Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28I2005 Approval : OKIKS Plumbing License No :19354 Company :Millwood Plumbing & Heating Expiration Date : 5I25I2005 Approval : OKIKS Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OKIKS (1) This permit was issued in accoMance with the provisions set forth in yopur application and is subject to the laws of the State of Coloratlo and to the Zoning Regulations and Building Code of W heat Ridge, Coloredo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is not commenced within siMy (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has nol exceeded one (7) year. If changes are made or if suspension or abandonment exceeds ona (1) year, (ull fees shall be paid for a new permit. (4) No vrork of any manner shall be done ihat will change the natural flow of water causing a drainage problem. (5) Contredor shall no6y the Building Inspector lwenty-four (24) hours in advanre for all inspedions and shall receive wntten approval on inspection card bePore pmceediing with successive phases of the job. (8) The issuance of a pertnit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. fn Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUII,DING PERMTT APPLICATION Date: 7' I(o -6'1 Applicant: Ce~ W Phone # -303 " '46b` 1931 Location ofConstruction: 535L' n/a-se)-J Purpose of Conswction: 5..jd,4~- F•r.~+~a~ P-.ES~a~~ Bu ilding Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Devebpment Review ProcessingFee: $100.00 $ /oo. m (for document processing) Single Farnily Residence Review Fee: $50.00 S So , 00 (for review of applicable technical documents) Commercial/Multi-Family Review Fee: •(for review of existing tecbnical documems) $100.00 $ •(for review of technical documents for construction in Rightof-Way, Final Drainage Report and Erosion Control Plan) $500.00 S CDOT Access Permit Fee: $100.00 S (for documeiLL application and processing) TrafFicImpad Study ReNiew Fee: $100.00 S (for documenri review and processing) Flood Plain Vaziance Review Fee: tfor documenl revicH and prcx;cssing) Class I Appliqtion: $300.00 S Clazs I Publiqtion/Notice N/A Class Il Application $750.00 S class D Publ;cat;on/Notice a90.00 a TOTAL REVIEW FEES (due at time ofbuilding permit issuance): $ /So. o0 PLEASE NOTE THAT IN ADDTI70N TO TIIE ABOVE FEES, TfERE WQ.L BE ADDITIONAL LICENSING AND PERMITTING FEES REQU[RED FOR CONSTRUCTION OF IIvfPROVEMENTS W1THIN PUBLIC RIGHT-0F-WAY. Signature of Applicant Date l1~- Rd 06UJ 04 W~'r DEPARTMENT OF PUBLIC WORKS BUILDING PERMlT APPLICATION REVIEW Date: cOLoRp~0 Location: 535~p AJ ZSt>nJ Attention: Building Department I havc rcviewcd the anachod materials submitted in application tor approval of a SiNG~.E F.9..~« s' ~~siDEVCc at the above rcfaenced addras. Picax note the summary commenes below. 1. ✓ Boundary Closure: _ OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Drainage plan and report neoded _ b. Drainage Qlan not needed c. Lot drainagdgading to be teviewed by Building Division ✓ d. Site drainagdgading provisions havt been revicwed and are: (~oz o v&-Jeco77D ✓ OK Na OK; refu to supulations. 3. ✓ NPDFS Pemtit Requirod: _ Yes ✓ No 4. ✓ Public Improvements: a. street paving nxded: Yes ✓ No b. curb and guder nxded: Yes ✓ No c. sidewalk noeded: Yes ✓ No d. sveu lights needed: Ycs v/. No e. storm sewer needed: Yes ✓ No f. later of credit required: _ Yes ..r No If a lettet ot credit is requ'ued, for what improvements? ,✓IA Artaunt of Iener of aedit: N/it 5. ✓ Subdivision Agxment required: Yes No 6. Development Covenant required: _ Ya _ No If Yes, for 7. ✓ TrafFic impact analysis and report required: Yes ~ No 8. _1/ State Highway Accus Perrtiit needed: Yu v/ No 9. ✓ New rosdway or alley R.O.W. dedica6on recommended: _ Yes ✓ No lt yes, what is rtcommended? ]0 . ✓ All existing dodicated roadways/alleys meet the sundards of the Ciry: ✓ Yes _ No If no, which do nol ard what is requested: ~/,t 11. ✓ APPROVAL: 7The Public Works Department has rcviewed this request and 6ertby gives its approval, subject to thc above and/or attacAed stipulations. ,.~r..-.--~~--~----/i6/a y Signarure David F. Brossman. P.L.S. Dae 12. NO APPROVAL: The Public Works Department has reviewed iltis requat and dott nd give its approval for Ihe ieawns snted: Sigwture David P. Brossman, P.L.S. Date (.iRA"'DlnJb- GEXT~F~~'t'r~0^~ LE7~E'P FK'OM P.E. 13. ✓ Seipulatioasattached: ✓ Yes _ No 121EP u"eZ- b P.e<o,e Ta issu,r,kJ cs oFC.o, 14. ✓ Summary Comroents: QY af tVbmt Rfdge Depmtrnmt d PubYc Worla DEPARTMENT OF PUBLIC WORKS 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 (303) 235-2861 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMEN'I'S RESTORATION DATED yA ~ 16 1I ADDRESS 535c? A✓c-zs0~J S-7;4~ Dear Contractor: In conjunction with the approval of the building pemut 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 condidon, as detemvned 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 representabve will conduct an onsite inspection to deternvne the ezisting condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A2,.Xv A--*a-~ David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 ft)"~T oPEN . ~ C u. %V~:.^a.-4 Zo ~ Residential Worksheet (SF/Duplex) w Submittal requirements: Copy of Deed [?!r Site Plan (to scale) ~ Elevations El Address: 535p VQC~ Scn • 300Z~ •A la) Zoning: QR.p Use: OE S Property in the flood plain? tA 10_ Lot Size: JoM~o sq . ft. Lot Width: 6,9 ft. Maximum Lot Coverage: 470 % Proposed Improvements: House: 2415 sq. R. Addition to House: sq. ft. 'Shed: sq. ft. Detached Garage: sq. R. Proposed Lot Coverage: (Total) ZZ • Zg % 2415 Sq. n. sq. ft. N S S Required Setbacks: FR ~ S 1• - S7S R Provided Setbacks: FR 34 S $ S~'l- R Maximum Height 35 ft. Proposed Height: A*CH ft. CD 35- 4 Maximum Size: +33(o sq. ft. Proposed Size: 241'S sq. ft. Access Notes 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 pavexs or similar materiaLs. For all uses other than one and two family dwellings, no vahicle entrances or exiu may be closer than 25' to any property line, except w6en used as joint access for hvo or moce lots. In residenaal wnc districts, curb cuts shall be at least 10 feet and not more tLan 24 feet in width One and two-family dwellings may 6ave 6orseshoe driveways, provided that dx street accesses aze at least 30 feet apan, measured from the iaterior edges. For all uses, one access point per propetty is permitted. •Metal sheds in excess of 120 s.f. not allowed. Lsndscaoina Nota For one-and two-family dwellings, one tree for every 70 feet of street frontage is rcquired. 1000/o of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. SMet trees required: Street trees provided: 4334 Sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: Other: sq. ft. COMMUNITY DEVETAPMENT DEPARTMENT -v gUII,D1NG INSPECTION LAYE - 303-234-5933 CITY OF WHEAT RIDGE 7500 N'EST 29TH AVFhUE WItEAT RiDGE, CO 80033 -(303-235-2855) ~ AAi 1A ~ \i. pr0}1Crty QwI1Cf: YI'tQ CX Propury Address: ,S~J~ tiL~Gw Conaacwr Liccnse ro.: ---Companr Y'~-~✓ L"Y~".cY~~l Building Pemtit Number ba[r. _ __;F:_ - ' _~lC - Phoce ! 303 - qG6 -I M Phane: ,'~jU3-- On'NC(VCUBTIUCTON SICKwTOaE OF GSaE0.STANDV:C.V:O ACREEMER7 -4E3~ 1 hcrcby ceni(y mat Oe snhxk aisLonces propoaed 6y this pcnmt applKadan aue Kcmtc, COriStrllCilOt1 V 21llC:$ Lt~'~ ind 41pnotviWateapplipbkordincncq,rv45wiegulationsofUfeCiryofWhsatRidgeor peTIillt Fee:$ covaun(s.tasenteniaarestr+ePOnsafrotard;Julill~ttasumnenKilawn.andafltgalione J~D. cc nudr arc accwalr, Ihat 1 havc rcad anA npte to a6ide by alt w.~ditwnu w:.~a . u.;. Plan Roview Feo:$ aypticatim md that 1 aasume Potl respansiyiliry (a eompIiance wnih Nc Whot Ridgc ,1,~:$ 9uilding Cade (U.B.C) md all aha applicablt WMt Ridge OrAimnces, fw work under this pmnit. A / Total:$ (OU'NE)ILUNTRACCOA): / SD o J DESCR1PTlOn: ~~I ~ - L~ ~ C`)~- ~ '~vtRp~.a,~ ~L._ ~uiru..~.~,~ l~~'►f n(A . b u,)k J-tz- ~.>t HUILDt1VG DEPARTIrIENT USE ONLY SIC: Sq.Fc: ZpNIMp COMMlN71: Approval: Te~4 Zoning! 8U,LD,N6 Coa,.vas: 2 lxn' Approval' 7 PusuCWON(iCOMMCth'a;% ie Approval: Occupancy: ' Walls: Rooi Stories: Residential Unics: Elatrieal I,icensdNo: / P1uYnbing License No: I I~5 7 Mxpanical Liaeuse No: / 7 7`i G Campwy. IjUU,)C7Cy& Company Fap'vation Date: Fjcpiraooo Date: Expiratioa Daoe: Approval; Approval: ApprovaL• (1) IU:sP-Au•W iuued"aacmNancew•iiEdeyrov{tlmsxabth il yar+Fptic•tio...dicsx6jec, aNeqvnMl6, SweafCalmadoaMedbe7.o.my RgalNiau aiM Buddinx COCa d WAen 1lidK. Cak"ado a aey dherovpkaWe wdinmca of At Ctib. lzl napOYnk Sn.t<,P~V .rWuK.o.t.a&o,ba:S ewenaaan,ea'carsi.nlsoimnfif(kh :u.cmuar(s)dKbd,vi2g ,wwimai::uqmoa.e« ,e.edaMa tar, pe,;oa vt im a.yc f3I this pcrtuk cxpi.a. a uew yami, roar Le Kquirod fa a ef o"-half ibe ameum n~lly roqu"ve0. yro~idM oo ehanga Wve boen u ~ill De made r 16e aipmtl pYm aed %ac+ficatiane md mY somcnane a aWedan.oes4 kn on e~ aae ll) Ye. IlcMages Favc 6«a a if w+p~•s:oa ar s6wdonwrni n~ aee(1) year. Potl kes Cu! be pW (rc a acv pnmii Nl NaWakdwYauoMr" DedoneiEMwiD cWn*eYmawvaltlood.~ awtietiAaieqe0m6km (f) Cwaaev S6+d m4N 9w 1311idi06 leysn ~7`16of (24) 6aas:a rhMoc far a6 ieopw(w" md 11a9 +~siw -Tixn ww.,al oa impxriw ard belore pasWin' wnh s.catb.<plaesof Iqe jol. 16) iHe iswme< ' 7da Rpre%sl v(dnwinp md ~.(~cs6ma dutl w bc cautraW b be a pmail far. ear u fpp.wd of, in7 yw"an af dw y-isi mgmdno i ad"qiwic~,Lw,ruk 0 xas6liw. C /IdinY (~$pCCIO[ LO' IZ:SI VOOL 6T Jcki 2 S8LS£L£M: XpJ md 89NINJFiId r+~ i Infornia~tion • ToBuildOn Engfneertng . Consu/ting • TeSSting Melody Homes, Ina March 1, 2004 11031 Sheridan Boulevard Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5350 Nelson Street, I,ot 6, Block l, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and L.ots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, dated Mazch 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication 43, Colorado Geological Survey, 1997 Dear Melody Homes, Inc., Professional Service Industries, Ina (PSI) has completed a geotechnical evaluation for a portion of the subject subdivision that includes the subject lot. This letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This summary is intended to provide information for the Homeowner and should not be used for construction or foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1) should be utilized for construction or foundation engineering purposes. SITE EXPLORATION Site exploration consisted of drilling one boring neaz the anticipated center of the subject residence. The boring was advanced to a total depth of 24 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS 'Che soils encountered in the boring drilled on the subject lot generally consisted of 24 feet of overburden soils consisting of fill, sandy to very sandy clay and gravelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the grade existing at the boring location when checked at and/or subsequent to the time oF drilling. EXPANSIVE SOILS/BEDROCK As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision include expansive clays that will swell upon an increase in moisture content. Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape irrigation. Professional Service Intlustries, Inc. • 4765 Intlepentlence Sireei • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 I,ot 6, Blcek 1 FOUNDATION RECOMMENDATIONS Job No. 532-35120 Mazch 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system for ttte single family residence proposed on this lot. A grade beam and narrow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on the individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. In addition, a void box or air space is constructed below the grade beams between the footings or footing pads to help concentrate the loads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement F7oors. Basement floors in the Front Range area aze commonly constructed as either structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell potential of the subsurface profile. The determination of whether or not a slab-on-grade floor system is suitable for a particulaz site requires an assessment of whether slab movement is likely to occur, the potential amount of slab movement, and whether the potential movement will result in unacceptable performance. A slab performance risk evaluation as described in Exhibit A is typically used to provide such an assessment. Structurally supported floors should be used in all non-basement finished living areas in the proposed residence. Structurally supported floors aze also recommended in basement areas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range area for basement floor support on lots where the slab performance risk is categorized as ]ow to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potentiai risk and homeowner responsibilities for maintenance of various items as discussed later. Slab perforxnance risk associated with the soils and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the low risk category. As a result, a slab-on-grade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade performance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they aze generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations for slab-on-grade construction and homeowner maintenance described below are closely followed. This discussion assumes the basement is non-habitable. In light of the preceding information, if the homeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios are normally constructed as slabs-on-grade and are usually incorporated into the construction of a typical residence. In areas where expansive soils are present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in areas of expansive soils is variable and unpredictable. At the present time solutions using readily Melody Homes, Ina Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 6, Block I Page 3 of 5 available construction technology considered to be within practical, cost effective limits are not available to preclude movement of these slab-on-gade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and should be expected. Cracking can occur not only as a result of heaving or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should closely follow the precautions listed below for all slab-on-grade construction. These details will not reduce the amount of slab movement, but are intended to reduce potenrial damage should heaving of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a small increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be largely control]ed by proper and responsible homeownez maintenance and irrigation practices. 1. Slabs should be sepazated from all exterior walls, column posts, interior bearing members and utility lines to allow independent vertical movement of the slab (i.e., construct a"floaring" slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized utility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that are placed on the slab. In finished azeas, all furring strips, drywall and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding strip. Doorways and stanwells should also be designed for this movement. Recommended construction details for partirions, doorways and stairwells are presented in Exhibit B. NOTE: Movement of slabs supported on expansive soils/bedrock could exceed the partition void space recommended above. These void spaces are not intended to anticipate total potential slab movement. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab movement. They must be monitored and maintained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundation or superstructure. The Owner should seek the assistance of a professional geotechnical engineer when considering pafio and /or porch improvements. 5. Isolation of garage door tracks and door jambs from the gazage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM An individual perimeter foundation drain system has been recommended around all basements and below grade habitable floor space. The drain should discharge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as the primary discharge mechanism, it is recommended that a smnp pit also be constructed Melody Homes, Inc. Job Na. 53235120 Skyline Estates, Fifing No. 3 March l, 2004 Lot 6, Block 1 Page 4 of 5 as a backup system. If a sump pit is installed and water continuous]y accumulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should discharge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate around the foundation, and ultimately keep water out of below grade areas. The foundation dr•ain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in all crawl space areas to help control humidity in the crawl space and living azeas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris during and after construction. LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION Proper maintenance of the areas surrounding the foundation can affect performance of the structure. Our experience has shown that if the Homeowner properly maintains the items summarized below, wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with the structure. 1. The backfill should have a positive slope away from the foundation walls on all sides. The grade can be reduced somewhat if pavements or slabs will cover backfill azeas. The minimum decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low azeas, these azeas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bark, or mulch in low areas to establish positive slopes is not acceptable. 2. Downspouts should dischazge into splash blocks that extend beyond the lunits of the foundation wail backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walls. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions aze buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particulaz care should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the structure or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little imgation or only natural precipitation for survivai next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 6, Block 1 Job No. 532-35120 March 1, 2004 Page 5 of 5 4. Installation of decorative landscaped areas such as gravel, bazk, wood mulch, etc. is advocated as an alternative to planting next to founda6ons and exterior slabs. These azeas should be underlain with polyethylene or geotexrile fabric. To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorative areas should be constructed above the adjacent lawn or gound surface, and should not impede drainage with grass stops. Refer to Eachibit C for a recommended typical decora6ve installation. 5. Sprinkier system water lines should not be installed next to foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fall within five feet of the foundation walls. Where pracricable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the foundation walls. L.awn irrigation should be limited to only the amount necessary to maintain normal growth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and fmal grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that are summarized herein were made prior to start of construction of the subject residence. It is possible that subsurface conditions may be encountered at the time of construction that aze different from those anticipated at the rime of this writing. If significantly different subsurface conditions aze encountered at the time of conskuction, the type of foundation and/or basement floor system to be constructed may change. If foundation or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a summary of our findings and recommendations for the subject lot, and is intended for the potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, the seller should pass this letter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. Ryan Lepro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or near the ground surface throughout most of the Denver metropolitan azea. There aze risks associated with construction on, and living in azeas of expansive soils that cannot be completely eliminated by either engineering or construcrion techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. The detemunation as to whether slab-on-grade construcrion can or should be used for a particular application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potential movement will result in unacceptable slab performance. What constitutes unacceptable slab performance is subjecrive, and includes consideration of the amount of total slab movement, differential slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-gade depends upon the interac6on of many factors, many of which cannot be accurately laiown or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a siab is a function of numerous factors including geologic structure, the loca] and regional soil and bedrock profile and it's variability, material types below the slab, engineering properties of materials below the slab, existing stress state, density and moisture content of materials below the slab, swell and/or suction potenrial of the soil and bedrock material below the slab and nearby, depth and magnitude of fuhve moisture increase, existing and future ground water conditions, presence and location of neazby surface water sources, type and configuration of basement, tolerable movement for intended use, performance history and experience in the azea, surface topography, previous and future grading, surface and subsurface drainage, site landscaping, irrigation and vegetation. Assessment of future slab-on-grade performance invoives consideration of all the above factors. Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and requires considerable experience and judgment on the part of the geotechnical engineer. Such an assessment is referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk evaluation is an engineering judgment that is used as a predictor of the general magnitude of potentiai slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results of laboratory swell testing to determine the measured swell percentage or swell potential of individual samples of a soil or bedrock material is an important consideration in this process and one that has been used extensively for more than 30 years in the Denver metro azea, the results of swell testing performed on a given lot or subdivision alone aze only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unfortunately a lazge percentage of people tend to focus solely on the results of laboratory testing when evaluating the risk of expansive soils in their home buying decisions. Professional Service lndustries, Inc. Paee 1 of 3 March 1, 2004 In an effort to provide some unifornuty in terminology and provide a relative correlation of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Association of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluarion and Residential Basement Floor System Recommendations". The risk categories developed by CAGE are reproduced below: TABLE II RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell (500 sf Surchar e Representative* Percent Swell (1000 sf Surchaz e) Low 0 to<3 0 to<2 Moderate 3 to < g 2 to < 4 Hi 5 to<8 4to<6 Ve Hi >g 6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they aze a judgment of the overall swell of the soil and bedrock profile likely to influence slab performance. Representative swell can be thought of as the range of swell percentage which, in the opinion of the engineer, best represents the swelling characteristics of the soils and bedrock within the anticipated zone of moisture content increase (often referred to as the depth of wetting) below foundation excavation depths when considering all of the above factors. A current design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusuai circumstances, wetting can exceed these depths. The engineer should evaluate potential wetting depths based upon geologic conditions and the site specific soil profile. Movement of foundations and concrete flat work constructed in areas with expansive soils will occur over time regazdless of the performance risk category judged to be representative of a given site or area. However, the anticipated severity and frequency of damage has generaily been observed to increase with increasing slab performance risk category. Few detailed studies correlating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, including insufficient and inaccessible repair and maintenance records as well as inability to survey the condition of exisring occupied homes. However, the results of studies that have been performed recently in the Denver metro azea have validated this observation: Criteria used in the study to evaluate slab performance included a maximum crack height of inch, a maximum crack width of'/< inch, and a maximum differential elevarion across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Service lndustries, Inc. Paee 2 of 3 March l, 2004 Basement Floor Slab Performance im .E 60 V ~ W L 50 'x 40 W v 30 N 3 ~ 20 ° x a 10 o N o _ Low Moderate High Very High I Slab Performance Risk Category ~ Struchually supported floors, also known as structural floors, aze generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There aze other design issues associated with structural floors, such as ventilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not constitute a perfect option and in many cases are not the best option. Based upon the combined experience of it's members, CAGE advocates the use of structurally supported basement floors on sites where the slab performance risk is categorized as high or very high. Some homebuilders subscribe to this methodology and their standard practice is to use slab-on-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnical consultant to be low or moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro azea to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate swell potential sites, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construction of residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedures. The home building industry has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 years. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, gazage floors, etc. cannot be precluded using readily available construction technology within practical, cost effective limits. Professional Service industries. inc. Page 1 of3 Marcli 1, 2004 v Partition Spike as required I 1 for stability ~ ~ i~ Molding, nail at bottom onl~ I ~ Void Space Drilled hole Concrete slab I I-I I I-I I I-I I I-I I Wood 2 x 4, nail to slab N~~ Information VOID SPACE DETAIL FOR L/~`~~ .ToBuildOn PARTITIONS ON SLABS Englneering•Consultlng•TesUmg EXHIBIT B Brick or siding 5' Minimum Frame Wall Rock or bark area with donnspout extended beyond edging Sod • ~ Perforated edging or -A equivalent to allo~v release o[ water from rock or bark area Maintain minimum slope of 10% away from foundation Minimum B Mil ' Polyethylene or Geotextile Fabric sloped eway from foundation under edging to top of grass Foundation Wall RECOMMENDED LANDSCAPING ~ Inforniaation I .ToBuildOn PROCEDURES EnginaeNng • Consukfng • Testing EXH I B IT C P LO T P LA N FOR W) MELODY HOMES INC. LOT 6 , BLOCK I, SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5350 NELSON STREET ~ W ZTW ~ Q ?O Q ~ ~ ~ ~ W ~ N II ~ I ~ J ~ ? 2 ~ 3 10 N ~ o°r 6~ 8 40Sf. ~ ' N N ~ II 20.0' I P ol I w i r,o.e- ,,.z,~ = H~.y = I j BASE~~NL A N " ~ ~VL d 4 CAR ~ Z N I 1~ vl GRAGE I IM 1 I ~ ~x[x I ~ --~~c ~ ---_C.~ ~ {9. ` 43.4 = _ 1 q2: NELSON STREET GENERAL NOTES 1. THIS PLOT GLAN DOES NOT SHOW LOCATION OF 'MNDOW WELLS. FOR THEIR LOCATION SEE STRUCiURAL ENGMEEftED PLANS, 2. pIMEN510N5 SMOWN AROUND THE PERIMETER OF THE STRIICNRE ARE TO THE E%TERIOR i'OUNDNTION CORNERS. 3. PROMDE PND MAINTAIN POSITIVE DRqINAGE AWAY FROM ALl POVNOATION WALLS PER WARRFNTY REOUIFEMENTS. (0.55 MINIMUM SLOPE FOR CONCRETE PANS.) 4. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSTRUCTION MAV VARY. 5. FOR OUESTIONS REGARDING THE FOUNDATION DURING E%CAVATION, FORM SETTING. AND HOUSE CONSiRVCiION REFER TO THE ENGINEERED FOUNDATION GLANS. I K ^ I N I ~w I IZ I 31' I ~ I r ~ t' W n ~ n h~ L_ to• ~e WFO STAKE: MODEL 3009 LH 4 CAR ELEV A LOT AREA (S.F.) = 10,840 HOUSE AREA (S.F.) = 2588.1 COVERAGE= 23.97 BIDG. HEIGHT= 29.2' AVG. BLDG. HEIGHT= 24.2' AVG. F.G.= ys q & APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK LEGEND: ~DUTILITY PEDESTALS p Z CHECK FORMS BEFORE POURING WATER SERVICE I'=PROPERTY LINE V) ~ 4' 48 HOUR NOTICE REQUIRED OO SANITARY SEWER SERVICE BOW=6ACK OF WALK 0 ° 2• STAGGER REQUIRED 1 1'X LIGHT POLE FOW=FRONT OF WALK 0 0 I[=FLOW LINE z c~ ° 359 LOT COVERAGE FOR 2-STORY/ TRI-LVL 407 LOT COVERAGE FOR RANCHES ° ;0~FIRE "~yHYDRANT -"-"-"-SETBACK 7dCI7AAFNT C^LL UTIUTM NOTIFICATION MINIMUM SETBACKS: ~°=30 CMELODY HOMES INC. CENTER OF COLORADO FRONT: 20 0 sCaLE: ttost SHER/DAN BLVD. 1-800-922-1987 ' . 5'REAR: 10' SIDE: 7 DATE:05-12-04 WESTMINSTER C0. 80020 oa534-670O o['rvcR • 20 0' REV: PHONE: (303) 466-1831 ~TMm~ . STREET SIDE: MINIM UM BY: BMA SKY3 F.9K• (303) 466-2366 •E•RR M.m BETWEEN STRUCTURES:15' JOB N0: i ~ 6495695 J ~o yu I ~ y I y I ~wi F~ 4 ai ! I i ~ !t I 'i ~ 1=.m AINAGE TRACT °g , ~ 9 ~ , \ \ \ \ ~ ~ TRACT E 0.55 ACRES \ \ \ \ \ ~ ~ ~ l 64 9ti.6US b/a.vo un ~ ' o~r---- - i .---5: g. y 5 1 ~ ai ~ I I ~ ~N I ~ ~ i I ~ + i ~ ~pa - 1 I I ~ ~ti n L i O I i n~ C I A 'Sm l 1 I _ I sT ~ e ~ I Z V ro n4~'~4.~1 $ L---=T ud n 4 Ai ~i ~ a•~ _ OW G' ~ 7@l Zq unI .a i xn ~Si .ru I ~ I E2 / o0i 0 - N-t I ~ Nl ~em b I~ I ~ 0 !C ~ i I ~ W Z I y --~-=J I ~ L__ s C - - _J_J = 136.95r - ~.,.7 oWr--~-- ~ IS ; I z ep~ 1 I W ~ ~I W j I' I ~ ~ I ~ / ~ ~l F • 1 TY I R9, ' = 1 - " J " L _ ~ - - - - - - ° • ~.n > - - oZ~ ~ - $ - ~ - s~r------ _ - _ - b ~ ' ~ ~ A! "aC _{t I ! 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Y' NI ~ ` U F F- - g I I ~ I i 1 i E ~ NO ~ ~ O t'8£ L'1~ I =N~ sI O o ~ II I 1 I I A"~~ a ' LLL. ~ a U u 5 ~ z ,fi'OZ l 3,1£.9 .69N I I~I m111 s P ri d' t'~ N w i~tnirnTrr n~ AhC1ACAET nc ~~n~n _ 1~ CTr-TVDlrnt fi VARIES PER PO-RCH ~8 " PRP N 8" ~ N 6X6 WELDED WIRE VARIES E ORC fiXfi WELDED WIRE Q N ~ cT~v Rn-r n~ ~ ~ ~ 2x6 PLATE W/MIN. 8~ 4~-~~ . SHOP PRIMED ~ 4" CONCRETE SLAB 2-1/2"as ANCHOR 5" MIN. W8X13 ON GROUND. BOLTS TO BUTTRESS. t. o ~ TOP AND BOT. ~ I ~ ~w °0 - CONT. REINF. - - t 1 1/2" CLEAR ~ _ 3'-10". io 0 BLOCK OUT TOP OF HAUNCH TO 2-#4 X _I ~ ~ AS SHOWN. BUTTRESS ~ BE S" BELOW TOP a~ M FOR BEAM. ~~_g^ OF WALL. (1 EACH FACE) o TURN SLAB EDGE i 2_#4 X ~ I DOWN TO HAUNCF# SEE SECTION 1 ON SHEET S-2 ~ ~ AS REQUIRED. FOR VERTICAL AND HORIZONTAL o Y WALL REINFORCWG, IF REQUIRED. , v V ~ r #4 X ~ DOWELS O 8" O.C. ~ . 10" ALTERNATE DIRECTION OF LEG IN FOOLING. 2-#4 (SIZE VARIES W ~ ~ ~ ~ ~ 1 1/2" CLEAR PER PORCH) 0I '0 i w ~ ©(W 2_#4 X 2~L~Jiv AS SHOWN. SOABRETE w ~ 4 -4" (1 EACH FACE) ~ ~ ~ ~ ~r r I ~W ~ c~ ~ ~~~-r~~ i ~ ~I I II ~ I POLYETHYLENE -i ~ SEE SECTION 1 ~I I- v VOID BEYOND, SEE aC Q ~ ~ ~ ~ ~ C~1~ FOR DETAILS. ~ SE PLAN FOR LOCATION. P SECTION 11 3/8" = 1'-0" SECTION 9 ~ ~ ~ W it ~ ~ w HAUNCH AT END OF PORCH. 1 to c~ cn ~ BUTTRESS CONSTRUCTION tr 5 10'-0" 28'-0" H 10'-9 1 /2" 17'-2 t~. t 0 Q H ~ 1 J~ w SIM. Y w - - - o ~ I in /J/~~\\ ~~F ~ w N I~ 1 i h . _ 1 1 P T I O N A L 1 I INDICATES PLATE t a N ~ STOOP SIM. LOCATION. TYPICAL. y t r- ~ N 3'-6" X 3'-6") 1 1~ ~ ~ ~ i~ n N N ONCRETE _ -STEP BOT. OF , i AUNGH A ~ FDN. 4,-0» f ~ o t ~ p h • ~e o m r~ -ll PAD ~ O o PT. STOOP NLY. 4-2X4 POST ~ ~n ~ A S E M E • I T~ h ~ a a: » sr 20 FTG. 24 X 24 X 10 THICK ~ ~ ~ ~ W 3- 5 EA, WAY BOT. STEP TOP OF ~ 3-2X4 OS - s R. I I ~ ~ o ¢ F 1 - t I iv ~I I I ~ I W8X10 ~ ~ ~ NOTCH FDN. 8" MAX. FOR 1 DOOR & MAINTAIN 24" MIN. 1 ~I BTWN. ROWS OF REINF. I ~ (AT OPTIONAL DOOR ONLY). I I I ~ STANDARD FRP~1E0 BEAM ~ ~ CONNECTION 0~? WELDED ~ EQUIVALENT. - ~Y d- . ; 'a1 ~I 3"0 SCHEDULE 40 N1; 00 ADJUSTABLE STEEL 3° EXTEND REINF. TO PIPE COLUMN. END OF WALL. TYP. S _ , _L f r~i j t Y 1 •r~ iL_ i L_ ~ 1 3 `s I i ~ ,s' J \ ~ 16" FTG-TYPICAL Z GARAGE ~ ~ I UNLESS NOTED ~ CONC. SLAB N G t.= ~ N U._ i N N 4 ■ i 30" FTG. i '~1 . L:= F STANDARD FRAMED BEAM 3"4 SCHEDULE 40 ■ INDICATES PLACEMENT OF VOID CONNECTION OR WELDED ADJUSTABLE STEEL o MATERIAL UNDER GRADE BEAM. EQUIVALENT. PIPE COLUMN. s 3 ~ ~ SEAL VOID WITH POSY. TYPICAL 00 J r i- o W12X26 Ji a ~ 4 NOTCH FDN. 12° MAX. FOR 5 3"~ SCHEDULE 40 N o DOOR & MAINTAIN 16° MIN. ADJUSTABLE STEEL ~ ~ BTWN. ROWS OF REINF. PIPE COLUMN. o ~ 2 ~ NOTCH FDN. 12" MAX. FOR STEP BOT. OF ~ DOOR & MAINTAIN 16" MIN. FDN. 4'-0"t. BTWN. ROWS OF REINF. ~a1 A Y o - ~ 1 N ~ - f i 1 f i ~ Y C. !1 s ! MOVE ANCHOR BOLTS AND r 1 PLATE TO OUTSIDE FACE _r- ~ E OF WALL TO OMIT BRICK RETURN. ELEVS. B & C ONLY. . Ty •--•r i i f ~d _ ir- n i _._y ~ FR ~Y ~ r 1' 0' 6'-8" 2'-4" 2'-4" 17'-4 1 /2" r~ r~ 9'-4" 1'-11" 16'-3" 1' 11" i i 4 ~ 1/21, 27'-11" I 2. PROVIDE A VOID SPACE ABOVE OR BELOW `PARTITIONS OVER SLAB ON I 1 2'-4"I 1 17-4 17'-4 1/2" V v ~ `J SHEET. SHEET. 10 0-01199'- 8 1 /2 4 1/2 - .F 16'-3" 1' 11 " 9'-8 1 /41t 5'-10 1/2" 9'-8 1 /4>' ~`IA Mali 4th CAIN GARAGE OPTION -8 1 /2" 4 1/2 " 27 '-11 if itb E and computations sham ro W a Pmeimf or approval of plans, 1. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION. Y Of the b g I al ® i Of, ibY late 2. SEE ARCH. PLANS FOR DETAILS. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. presum to give t # t ordinances. Y~ jy ri t to violate cancel Provisions y pr 2500/1000 ~t r 2X PLATE ON TOP OF BEAM. DOUBLE 2X --1 PLATE. SEE DETAIL AT RIGHT FOR PLATE ~ » Q AND BEAM POCKET PLACEMENT 8~~ WITH DOUBLE PLATE. FOUNDATION 2-#4 TOP & BOT. WALL. CONTINUOUS. r BEAM POC III D~UBL~ PLATS AND f SEAM POCKET CONSTRUC BRACE WALLS BEFORE i BACKFILLING. ~ 2 C SEPLN 4°' i r 1 WI ° ANGLE EXPANSION JOINT. IU J L ~ -f - C. I 1 4" CONC. SLAB ON UNDISTURBED SOIL OR COMPACTED FILL. - - r z SCORE JOINTS IN SLAB AT ~ _ I ~ MAX. 200 SQ. FT. AREAS. ~ ~ I ~ ~ ~ #4 z o ~ ~ ~ j r °D ~ RO a 4~ o z ~ - ~ ~ 4,. .i { rn P L ~j ~ GR f' . 1 ~ t ~-III T M ~ ~ CR ~ ~ i PROVIDE #4 X 1'-6" DOWELS i -m j ~ 2'-0" O.C. MAX. (MIN. 2 '-III- ~I I-I I ~ s S~ 1 4" VOID BEYOND, SEE DOWELS PER PAD) F'~LY. SEE BE PLAN FOR LOCATION. SEE BEAR ON NATIVE SOILS PLAN OR .f • PLAN OR STRUCTURAL FILL. SE SEE SOIL REPORT. #R - t t+ rr REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. S 1 i 1 ' ~ s pis Y` ~ i. 11 I r I o~~ I a- 2-#4 TOP & BOT. N _ ~ ~ CONTINUOUS. C~ o EMBED 2X8 OR 2X10 CONTINUOUS BEAM POCK LEDGER W/2 ROWS OF 20d FORMING FLOOR FRAI NAILS ~ 12" O.C. (1 TOP & 1 BOT.) ~ POCKET ~ ~ ~ ~ STEEL PIPE COLUMN. SEE PLAN. D 2-#4 FULL HEIGHT ~ ~ ~~~T )R FRAMING NnT ~NCIWN ~ ~ pRnor~n~ ~ec~ a~ n-r~ ~ v v 1 OF FDN. WALL. N SIMPSON 0210 HANGER PLYWOOD S I BEND 1'-6" OVER ~ 3/4" T & G SUBFLOOR TOP OF WINt?OW. LAG SCREWS AS REQUIRED FOR STABILITY. I DRILLED HOLE 1. I ~ `V FLUSH GLU N 2X10 FLOOR JOIST, Z 2-#4 UNDER SEE PLAN k MOULDING. NAIL ~ 2'-0" 2'_p" WINDOW AS AT BOTTOM ONLY. o MIN. MAN SHOWN. _ _ i - - GRADE AT GRADE AT AIR SPACE M _ . > > POLY. SEE SECTION 1 SEE FOR DETAILS. POLY. SEE SEE SECTIO 4" VOID BEYOND, SEE PLAN I I-III=III-III-I I i- _ _ ~ = CONT. BOTTC'n FOOTING ROW OF REIN;=. ;.i ;III-III=I ~ ~-III- CONCRETE SLAB ' ~ ; , I I I_, ,III, ; INDICATES PLACEMENT OF 4" PLAN FOR LOCATION. BEAR ON NATIVE SOILS 4" VOID BEYOND, SEE PLAN BEAR ON N OR STRUCTURAL FILL. PLAN FOR LOCATr~N. OR STRUCT SEE S01~ REPORT. SEE SOIL R BEAM TO WALL CONNECTION _ ~ WOOD 2X, NAIL VOID MATERIAL UNDER GRADE _ 1 k_ TO SLAB. BEAM AND BETWEEN PADS. t ii' -r SEAL VOID WITH POLY. TYP. SEE PLAN FOR VOID LOCATION, • i . t ` T F F GARAGE OR CRAWL TOP ROW OF REINFORCING. ' MAKE TOP BARS CONTINUOUS s :t WITH TOP BARS IN BASEMENT } 2 -6 MIN. WALL. ~ ' STOOP SLAB. li. }t FDN. WALL .t ° - - BOTTOM ROW OF -yy si REINF. EXTEND INTO BASEMENT WALL 0 r . ~ N HAUNCH 6 INDICATES PLACEMENT OF VOID z MATERIAL UNDER GRADE BEAM. 1 SEAL VOID WITH POLYETHYLENE. L 'x 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. W ~ F i F is I H r~ ~6•• (1 EACH FACE) -i ti~ T~/Y'1T/~ n i r-~i ~ni WIVVH 11VIV VVHLL ICC11V7VMC.INC7 ~ Ott rLHN ~ INIU WALL. v. vLRir I r,LL VIMCIVJIVIVJ CStrVKt JIHKIINU t;UN51KUC:IIUN. HAUNC ~I D E A I L 11211 = 11_011 I 1 f"1HL rvuivL STEP BETWEEN GARAGE OR 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVATION A/ATIONJ AT BOTTOM S ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPACE_ TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. =0R C I N G DETAIL 1/4" = 11-011 CE & BASEMENT-- WAIL 1i411 = 11_011 WALL REINFOR - i ~ d- N N r- ~ M VARIES PER PORCH 8" fiX6 WELDED WIRE VARIES FER PQRCN 8 op Ir ~ ~ e-- _ _ 676 WELDED WIRE D ~ - - - I I N N 2x6 PLATE W/MIN. 4 SHOP PRIMED 4" CONCRETE SLAB 2-1/2"0 ANCHOR 5" MIN. W8X13 ON GROUND. G ~ - ~ INDICATES PLACEMENT OF VOID SAS E M E N T 16" FTG-TYPICAL MATERIAL UNDER GRADE BEAM. UNLESS NOTED ~ N BOLTS TO BUTTRESS. _ - 00 `j SEAL VOID WITH POLY. TYPICAL. ~ TOP AND BOT. o ~ ~w ~ - fr t "rte ~ N N CONT. REINF. - J I ~ 1 1/2" CLEAR ~ 3'-10", io o BLOCK OUT TOP OF HAUNCH TO 2-//4 X I I~~I ~ AS SHOWN. BUTTRESS ~ BE 8" BELOW TOP r. t~ -aJ O FOR BEAM. ~'_g^ OF WALL. (1 EACH FACE) o TURN SLAB EDGE i~ cp 2_#4 X ~ I DOWN TO HAUNCH SEE SECTION 1 ON SHEET S-2 ~ ~ AS REQUIRED. r STEP TOP OF N NOTCH FDN. STEP TOP OF ~ fOR VERTICAL AND HORIZONTAL p WALL REINFORCING, IF REQUIRED. FDN. 8 ~ TO GRADE. FDN. 8" = o I`° i M ~ #4 X J N DOWELS ~ 8" O.C. 10" t •rr 1 r ALTERNATE DIRECTION ■ r ~ lS+ - - - - PORCH OF LEG IN FOOTING. 2-#4 (SIZE VARIES 0 ~ x : 7 1/2" CLEAR PER PORCH) 0 0 W ~ ~ 2_#4 X 2~ U i~ AS SHOWN. CONCRETE 4'-4" SLAB. i.i THIS L o BLOCKOUT PORCH WALLS EXTEND REINF. TO THIS SHEET. FOR W8X13 STEEL BEAM. END OF WALL. TYP. SHEET. ~ ~ Q w (1 EACH FACE) I.. "1 ~ ~c ~ J 8'-10 1 /2" 7'-6" 8'-10 1 /2» ~ ~ ~ ~ ~ POLYETHYLENE i~IIIII T ~ 1. U~ W ~ ~ ~ ~ c~ c~ - 1- -,III-' ~ - SEE SECTION 1 J SEE FOR DETAILS. r~ PLOAN BFOR LOCATION. ~ ~ ~ ~ ~ ~ ~ PLAN ~ ~ C~~ 1 ~ ~ W m ~ ~ w S~CTTON 11 3/8" = 1'-0" SECTION 9 HAUNCH AT END OF PORCH. c~ w BUTTRESS CONSTRUCTION YL 1. 1 1 59' 10'-0" 28~-0» 1~-_ 7' 10'-9 1 /2" 17'-2 1 0 J n r F i' - - L ~ p0~ ~ 1 1_ 1 r k SIM. 1 o r - - - ~ - I - - N n Y~ e i I t ii PT I O N A L 1 I INDICATES PLATE STOOP S~M~ LOCATION. TYPICAL. N 3'-6" X 3'-6") ~ ONCRETE N N of iN~u oT rSTEP BOT. OF ; SECTIONS, DETAILS & GENERAL N~TFS. '1~ r r o PT. STOOP ruN. 4 -v ~ ~ o ~ s i ~1 a ~ ~ ~ NLY. 4-2X4 POST B A S E M E N II I PAD ~ 3'-0" 24° X 24" X 10" THICK 20" FTG. o~ C.~ - _ - - W/3-#5 EA. WAY BOT. ~ ~ ~ STEP TOP OF _ ~ ~ 3-2X4 OS - ~ ~ ~ - PAD ~ ~ SIM. 30" X 30" X 10'~ THICK ° ~ o W/3-#5 EA. WAY BOT. ~ wsx, o NOTCH FDN. 8" MAX. FOR - - ~ DOOR & MAINTAIN 24" MIN. I ~ - - - - ~ ~ BTWN. ROWS OF REINF. ~ ~ (AT OPTIONAL DOOR ONLY). I I I ~ STANDARD FRAMEi~ BEAM r ( 'n CONNECTION OR GELDED ~ = EQUIVALENT. I d- 4R' ~ 3"~b SCHEDULE 40 °p ADJUSTABLE STEEL 3" EXTEND REINF. TO r - PIPE COLUMN. END OF WALL. TYP. U ~r f 1 r. _ i t ~ z N GA~AG~ ~ - - ~ ~ 16" FTG-TYPICAL ° 4 CONC. L ON OUN ~ ~ ~ I UI NLESS NOTED ~ 1 _ ~ N . ~-i ~ N N I~ _ T s f . 4 30" FTG. i ~-r fi INDICATES PLACEMENT OF VOID STANDARD FRAMED BEAM 3"~ SCHEDULE 40 r '9i CONNECTION OR WELDED ADJUSTABLE STEEL MATERIAL UNDER GRADE BEAM. EQUIVALENT. PIPE COLUMN. ° ~ SEAL VOID WITH POLY. TYPICAL i° 0p J Z V, o W32X26 Q r e L ~ ~.J F t=~ v NOTCH FDN. 12" MAX. FOR 5 3"~ SCHEDULE 40 Y N o DOOR & MAINTAIN 16" MIN. ADJUSTABLE STEEL ~ ~ BTWN. ROWS OF REINF. PIPE COLUMN. o ~ 2 d' NOTCH FDN. 12" MAX. FG3R STEP BOT. OF 5~ DOOR & MAINTAIN 16" MI~J. FDN. 4'-0"f. v~ c- r L BTWN. ROWS OF REINF. o - - • ~i N ~ ' r s 1 i-~ , `.r~~ ~ 1. ~ MOVE ANCHOR BOLTS AND S . PLATE TO OUTSIDE FACE OF WALL TO OMIT BRICK C. RETURN. ELEVS. B & C ONLY. l -1r,: - t~_7~ a' r t, i 1' 0' 6'-8" 2'-4" 2~-4'~ '7'-4 1/2>' t r 9'-4" 1~-11'~ 16`-3" 1' 11" 10 )-OPP l9f-Pt 1/2" 4 1/2 27-11° 2. PROVIDE A VOID&-SPACE ABOVE OR BELOW PARTITIONS OVERrSLAB ON 2'-4" 17'-4 11 GROUND. DRYWALL OR PANELING TO BE APPLIED TO ALLOW VERTICAL ~ ~ 1 1 4th CAS GARAGE OPTION MOVEMENT AT TOP OR BOTTOM; COVER WITH MOULDING. SEE DETAIL 1. 16'-3" i 1/4" = 11-O11 3. WRAP STEEL PIPE COLUMNS AND UTILITY LINES WITH 3 LAYERS OF 30 191_8 1/2" 1. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION. 2. SEE ARCH. PLANS FOR DETAILS. LB. FELT WHERE THEY PASS TNRU SLAB. i i 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 4. GROUT BEAM POCKETS SOLID AFTER BEAM IS SET. TYPE B NARROW 5. PROVIDE REINFORCING AROUND DEEP BASEMENT WINDOWS AS SHOWN 1. SEE ARCH. PLANS FOR DETAILS. ON DETAIL 2. 2. SEE SHEET S-2 FOR SECTIONS, DETAI f a 2X PLATE ON TOP OF BEAM. DOUBLE 2X --1 PLATE. SEE DETAtL AT RIGHT FOR PLATE ~ AND BEAM POCKET PLACEMENT WITH DOUBLE PLATE. FOUNpATION 1~_na Qs: 'd ~ ' 1 I f 2-#4 TOP & BOT. WALL. CONTINUOUS. ~i"~ Y BEAM - -11~ DOUBLE PLATE A BEAM POCKET CONSTR BRACE WALLS BEFORE 1. i .N t. 1j BACKFILLING. i r i .c w- t. I Y i SEPLN ° ANGLE EXPANSION JOINT. 1~ Y 4" CONC. SLAB ON UNDISTURBED 1 ~r., SOIL OR COMPACTED FILL. - - Z SCORE JOINTS IN SLAB AT - J MAX. 200 SQ. FT. AREAS. ~ ~ 1-T~ ~ ~ ~ a ~ J W L. } ~ ~ O Z ~ 1 d _ ~ ~ 1 O z - l I ~ J I -m r PROVIDE #4 X 1'-6" DOWELS a. ~ 2'-0" O.C. MAX. (MIN. 2 ~-m- 4" VOID BEYOND, SEE DOWELS PER PAD) POLY. SEE r ~ J PLAN FOR LOCATION. SEE BEAR ON NATIVE SOILS PLAN PLAN OR STRUCTURAL FILL. t~ E] L 1_ I SEE SOIL REPORT. it I S- ~~G~ION 1 ~~2~~ . ~~_o~~ SCTTON 2 REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER 1 DRAIN SYSTEM, IF REQUIRED. _ Y I 1 i y 1 R" i -~-8~ 2-#4 TOP & BOT. w N s~- U.,.,1 ~ ~ CONTINUOUS. - EMBED 2X8 OR 2X10 CONTINUOUS BEAM P - - LEDGER W/2 ROWS OF 20d FORMING ''~I~~ FLOOR NAILS ~ 12" O.C. (1 TOP & 1 BOT.) SEAM PACKET ~ ~ _ c~ ~ STEEL PIPE C®LUMN SEE PLAN J A A n J~ r^w f 4• 1• m ea f 1 I+f ww• n m • a a s m. m 1 Y = f., ~ 2- 4 FDLL HEI ~.L HEIGHT ~ ~.l..i ~ OF FDN. WALL. m I . WALL. ~ ~ ~ c~ m t~ ~ iv SIMPSON U210 HANGER PLYWOO ~ 3/4" T & G SUBFLOOR SEND 1 6 0~ 6 C►VER ~ 1 ~ t ~i fr i ~ _ IS Y"~+r'_ i is> tXl ~ ~1 N 2X10 FLOOR JOIST, N FLUSH SEE PLAN Y 7 a ~ er - - GRADE GRADE AT AIR SPACE ti. =r Ili z _ r_ - t°. 00 ~ 00 ( r~- 'q ~ s~ '=1 I I--f- =1 I i III- I =1 I~ s d" POSY. SEE SECTION 1 Kr 4" VOID BEYOND, SEE SEE FOR DETAILS. POLY. SEE SEE SE PLAN FOR LOCATION. PLAN BEAR ON NATIVE SOILS S,- f c 4" VOID BEYO~JD, SEE PLAN BEAR 0 OR STRUCTURAL FILL. PLAN FOR LOCATION. OR STRI SEE SOIL REPORT. SEE SOI C I ~ O I V ~ 1/2~► = 1~_p~~ ~ ~ ~ ~ 1 l1 I V / 1/2" BEAM TO W~,LL CONNECTION L sue. I T 'F . S_- m it - .1 i GARAGE OR CRA TOP ROW OF REINFORCING. u 11... Y T 1 X 1 MAKE TOP BARS CONTINUOUS WITH TOP BARS IN BASEMENT lu 1 4 2'-6" MIN. WALL. _ ..a I i STOOP SLAB. FDN. ~ )mom i WALL I f~ rt. ,lam ~r~ r ° - BOTTOM ROW O REINF. EXTEND ~r Yt BASEMENT WALL I 0 ~Y r~ `V HAUNCH INDICATES PLACEMENT OF VOID I MATERIAL UNDER GRADE BEAM. I SEAL VOID WITH POLYETHYLENE 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. o I d L 1 ~6-. ~ ~ 5 L (1 EACH FACE) :t f vuI vvt-'N I 1\*/IV YVf-'N L. L. I\I._11V1 VI \llV V I=I A U N U f~l ~ ~ I A 1 L_ 1/211 AT BOTTOM M STEP BETWEEN GARAGE OR 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVA TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. - t-, A \1A -rlnK r ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPAC[ NFORCING DETAIL 1/4" = 11-0" t 7 ACS & BASEMENT WALL. 1/411 WALL REINFC DIMENSIONS IN PARENTHESES A