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Home My WebLink About3547 Depew StreetCERTIFICATE OF OCCUPANCY Permit #: 201900765 � �� Wh6atpsig COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: New single family home with detached garage - 3,385 sq ft total Date: 10/07/2020 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: O'BRIEN SEAN ADDRESS: , , CONTRACTOR/ADDRESS: Mann Builders LLC 7165 W 32nd Ave, Wheat Ridge, CO 80033 PROPERTY ADDRESS: 3547 Depew St, Wheat Ridge, CO 80033 PARCEL #: 39-251-00-034 ZONING: UA OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A FOR THE FOLLOWING PURPOSE: Single Family -New Code Editions: 2012 ICC / 2017 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: No August 22, 2019 Sean O'Brien 3547 Depew St. Wheat Ridge, CO 80212 RE: Foundation Inspection Subject Location: 3547 Depew St. Wheat Ridge, CO 80212 To Whom It May Concern, CENSPACE, LLC 580 Burbank St., Unit 120 Broomfield, CO 80020 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com CO.7484.01 CENSPACE, LLC inspected the footing and foundation wall reinforcing for the building at the above referenced address prior to the placing of concrete on July 1, 2019, and July 3, 2019, respectively. We also observed that the UFER was in place at the time of the inspection. With the exception of the front covered porch footing, stem wall, and connecting concrete grade beam which were not installed at the time of inspections, it is my opinion that the reinforcing and UFER have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinar7ly exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC Prepared by: Brandon Fleming, E.I.T. Reviewed and Approved by: Kyle Swartz, P.E. Page 1 of 1 3�'-17 Uero0w 1 F �VCr�" .� ua C'► December 18, 2019 Sean O'Brien 3547 Depew St. Wheat Ridge, CO 80212 RE: Framing Inspection Subject Location: 3547 Depew St. Wheat Ridge, CO 80212 To Whom It May Concern, CENSPACE, LLC 580 Burbank St., Unit 120 Broomfield, CO 80020 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com CO.7484.01 CENSPACE, LLC inspected and reviewed the steel and timber framing for the building at the subject location. It is my opinion that the steel and timber framing have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC0 D, Reviewed and Approved by: Kyle Swartz, P.E. Page 1 of 1 OcCL k-.7 '►" ALPINE BUILDING PERFORMANCE, LLC 720-612-1469 admin@al pinebuiIdingperformance.com https://www.alpinebuildingperformance.corn ALPINE BUILDING PERFORMANCE, LLC BLOWER DOOR - ENERGY CODE COMPLIANCE REPORT 3547 Depew St Wheat Ridge CO 80212 Dave Mann JULY 17, 2020 - _ -rr ; Andrew Sams Certified Master Inspector, BPI BA, OSHA 10 720-612-1469 andrew@alpinebuildingperformance.com 3547 Depew St Dave Mann TABLE OF CONTENTS 1: General 3 2: Blower Door Test Results 4 Standard of Practice 5 Alpine Building Performance, LLC Page 2 of 5 3547 Depew St Dave Mann :GENERAL Scope of Work Alpine Building Performance, LLC conducted a final blower door test of the subject property in order to measure compliance with the 2015 IECC residential provisions for single-family detached dwelling ACH50 measurement. Alpine Building Performance, LLC Page 3 of 5 tf 3547 Depew St Dave Mann 2: BLOWER DOOR TEST RESULTS I1ortJri Measurement, Inputs and Calculations Volume of dwelling: 23,790 cubic feet CFM50 = 1,096 ACH50 Calculation = CFM50x60/Volume ACH50 = 2.76 Test Results CFM50: 1,096 ACH50: 2.76 W Area and Volume Measurements Area measurements are listed in square footage and volume measurements are listed in cubic footage. 1 st Floor Area: 1072.5 sgft 1st Floor Wall Height: 9' 1st Floor Volume: 9,652 cuft 2nd Floor Area: 1007 2nd Floor Wall Height: 8' 2nd Floor Volume: 8,056 cuft 3rd Floor Area: 715 3rd Floor Wall Height: 8.5' 3rd Floor Volume: 6,077.5 cuft Alpine Building Performance, LLC Page 4 of 5 Oe�� S>> 3547 Depew St f Dave Mann STANDARDS OF PRACTICE Alpine Building Performance, LLC Page 5 of 5 3 -1 fl-ct cv-� .0 - Insulation Certificate ThW fmtmakm #0""aed POMW tO Contply iwfth WWI" coft Ml is NRC N/ 101.x„ N1101.41, and N1 /01.S requkw 1?'* 10� *Pay 1P �e fOwn pnadur*s) hasftm been wtst~- BrP"'TwOCOPOn-CaSPMVFownkwuWjOn oaf t" CC X Ck4gd-CG4 Spray F*mm kmAlbw t 1 ' TwCC XP CkS*d-C" %M F*m km4*w "'A '�'►o rW OWWV t� Chq*r 2,. and d MMprae j.W Rd. M'Ued in nw . Trie *" -r wM" umm inn, kwftion "a) � been dwx* with n'hr+ur`sc Woe"Woe""9 Yo pra A* a woe of. Arco Imuom d Aore R-Y,p„ At M Caton) -. (aver an wvmmow ama-Sperm) -... -k7--- ..._ 3 llt R� Terri ExWW$ot Waf , _ - R- F` At Oodowu" are reefs sp titj. & lW.e—�- urbn iA M111- L4:%-. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Vy-, Job Address: Permit Number: ❑ No one available for inspection: Time ► _ AM/PM Re -Inspection required: Yes Nof When corrections have been made, schedule for re -inspection online at: h ttp:Uwww. ci. wheatridge. co. us4nspection Date: ' Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:q -_ A--. &/f4( ._..... Job Address: - Permit Number: ❑ No one available for inspection: Time //w) AM/PM Re -Inspection required: Yes o v When corrections have been made, scheLl le for re -inspection online at: http://www.ci.wheatridge.co.usrnsp ction _ . �Date - e,ctor: Improvement Survey Plat ALL OF LOT 2 OF O'BRIEN SUBDIVISION, LYING THE NORTHEAST QUARTER (NE 1/4) OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PROPERTY DESCRIPTION ALL OF L 0 T 2 OF 0 BR/EN SUBDIVISION, COUNTY OF JEFFERSON, STA TE OF COLORADO. CONTAINING 5,678 SQUARE FEET OR 0.130 ACRES OF LAND, MORE OR LESS. ALSO KNOWN AS 3547 DEPEW STREET, WHEA T RIDGE, CO 80212 `�S 1985 �� /mac' FOUND 3-1/4" DIAM. ALUM. CAP /N RANGE T3S R69W PO/NT OF COMMENCEMENT BOX, MARKED AS SHOWN (ACCEPTED AS NE S 24 FOUND 3-1/4" DIAM. ALUM. CAP /N RANGE �� BOX, MARKED AS SHOWN (ACCEPTED AS NW COR OF NE 1/4 OF SEC 25, T. 3S, R. 69W.) q�S25\ � 0 p COR OF NE 1/4 OF SEC 25, T. 3S, R. 69W.) Y MONp��` BASIS OF BEARINGS S895957E 2648.14'(M) �I NORTH LINE OF THE NE 1/4 OF SEC 25, T. 3S., R. 69W., 6th P.M. �I FOUND 14 REBAR, NO FOUND 115 REBAR & 1-1/4" DIAM. YELLOW PLASTIC CAP, PLS 37929 N SCALE: 19 = lop 10' 0 5' 10' ROCK ,41 11TOT!7AWD ART X6;82' FOUND f5 REBAR & 1-1/4^ ---- DIAM. YELLOW PLASTIC CAP, PLS 37929 Lot I of O'Brien Subdivision 3505 Depew St. NOT A PART ill 'Z J CL N ¢ � T313 ' �S S241S19 985 TO LIST OF SYMBOLS AND ABBREVIATIONS O (C) (R) (M) ICB D4 WM 0 SS co 0 M E®C 0 El cA0 TR 7RAF OH ❑P b QO ALC GV Ej GE E GM MONUMENT FOUND, AS NOTED CALCUL A TED RECORD MEASURED IRR/GA TION CONTROL BOX FIRE HYDRANT MONITOR/NG WELL WATER VAL VE WA TER METER STORM DRAIN MANHOLE AREA DRAIN OR STORM INLET SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT MISCELLANEOUS MANHOLE AREA LIGHT OR STREETLIGHT POWER POLE ELECTRIC BOX ELECTRIC MANHOLE ELECTRIC METER CABLE TELEV/S/ON BOX TRANSFORMER TRAFFIC SIGNAL BOX TELEPHONE MANHOLE TELEPHONE BOX OR RISER FLAG POLE DRAIN AIR CONDITIONER GAS VAL VE GAS EQUIPMENT GAS METER M/SC. SIGN AND/OR POST EX/ST/NG OVERHEAD UTILITY LINE EX/ST/NG TELEPHONE LINE EX/ST/NG FIBEROPTIC LINE EX/STING TRAFFIC SYSTEM WIRING EX/ST/NG CABLE TELE14S/ON LINE EX/ST/NG FENCE LINE EX/STING RECORD EASEMENT LINE CURRENT ADJOIN/NG PARCEL LINE CENTERLINE PUBLIC LANDS SURVEY SECTION LINE SURVEY PLAT BOUNDARY LIMITS OHU 76 T1= TE FO TS CTV x ------------------- x x MONUMENT FOUND, AS NOTED CALCUL A TED RECORD MEASURED IRR/GA TION CONTROL BOX FIRE HYDRANT MONITOR/NG WELL WATER VAL VE WA TER METER STORM DRAIN MANHOLE AREA DRAIN OR STORM INLET SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT MISCELLANEOUS MANHOLE AREA LIGHT OR STREETLIGHT POWER POLE ELECTRIC BOX ELECTRIC MANHOLE ELECTRIC METER CABLE TELEV/S/ON BOX TRANSFORMER TRAFFIC SIGNAL BOX TELEPHONE MANHOLE TELEPHONE BOX OR RISER FLAG POLE DRAIN AIR CONDITIONER GAS VAL VE GAS EQUIPMENT GAS METER M/SC. SIGN AND/OR POST EX/ST/NG OVERHEAD UTILITY LINE EX/ST/NG TELEPHONE LINE EX/ST/NG FIBEROPTIC LINE EX/STING TRAFFIC SYSTEM WIRING EX/ST/NG CABLE TELE14S/ON LINE EX/ST/NG FENCE LINE EX/STING RECORD EASEMENT LINE CURRENT ADJOIN/NG PARCEL LINE CENTERLINE PUBLIC LANDS SURVEY SECTION LINE SURVEY PLAT BOUNDARY LIMITS VICINITY MAP Not to scale BASIS OF BEARINGS SOUTH 89'5957" EAST, BEING THE BEAR/NG OF THE NORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PR/NC/PAL MERIDIAN, AS DEFINED AND MEASURED BETWEEN THE MONUMENTS FOUND AND SHOWN HEREON. SURVEYOR'S NOTES 1. DATE OF FIELD WORK COMPLETION: SEPTEMBER 24, 2020. 2. NO TICE- ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MA Y ANY ACTION BASED UPON ANY DEFECT /N THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DA TE OF CERT/F/CA TION SHOWN HEREON. 3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY POWER SURVEY/NG COMPANY INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD, RIGHT OF WA Y, AND T/TLE OF RECORD, POWER SURVEY/NG COMPANY, INC. PERFORMED AND ISSUED THIS IMPRO VEMENT SUR VEY PLA T W/THOU T THE BENEFI T OF HA V/NG RECEI VED A CURRENT TI TLE COMMI TMENT. 4. THIS /MPRO VEMENT SUR VEY PLA T, AND THE /NFORMA TION HEREON, MA Y NOT BE USED FOR AN Y ADDI T/ONAL OR EXTENDED PURPOSES BEYOND THA T FOR WHICH lT WAS /N TENDED AND MA Y NOT BE USED BY ANY PARTIES OTHER THAN THOSE TO WH/CH I IS CERTIFIED. 5. THE UNI T OF MEASUREMENT FOR THIS SUR VEY PLA T IS THE U. S. SUR VEY FOOT. SURVEYOR'S CERTIFICATE 1, RICHARD B. GABR/EL, A LICENSED PROFESSIONAL LAND SURVEYOR /N THE STA TE OF COLORADO, DO HEREBY CERTIFY THA T ON SEPTEMBER 24, 2020, A SURVEY WAS MADE OF THE ABOVE DESCRIBED PROPERTY UNDER MY DIRECT SUPERVISION, AND BASED UPON MY KNOWLEDGE, INFORMA TION AND BELIEF IS /N ACCORDANCE WITH APPLICABLE STANDARDS A T PRACTICE DEFINED BY THE STA TE OF COLORADO, AND THE CORNERS WERE SET AS SHOWN, HOLD/NG FOUND POINTS AND PLA T DISTANCES WHEREVER POSS/BLE. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE PARCEL ON THIS DATE, SEPTEMBER 24, 2020, EXCEPT UTILITY CONNECTIONS, ARE ENTIREL Y WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THA T THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREM/SES EXCEPT AS INDICA TED, AS THA T THERE /S NO EVIDENCE OR SIGN OF ANY EASEMENT CROSS/NG OR BURDEN/NG ANY PART OF SAID PARCEL, EXCEPT AS NOTED. THIS STA TEMENT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. RICHARD B. GABR/EL, P.L.S. Colorado License No. 37929 For and on behalf of Power Surveying Company, Inc. (303) 702-1617 76 a BERKELEY LAKE LAKE RHODA W. 48th AVENUE SITE AREA w � w W. 38th AVENUE W. 35th AVENUE W. 32n AVENUE W. 29th AVENUE VICINITY MAP Not to scale BASIS OF BEARINGS SOUTH 89'5957" EAST, BEING THE BEAR/NG OF THE NORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PR/NC/PAL MERIDIAN, AS DEFINED AND MEASURED BETWEEN THE MONUMENTS FOUND AND SHOWN HEREON. SURVEYOR'S NOTES 1. DATE OF FIELD WORK COMPLETION: SEPTEMBER 24, 2020. 2. NO TICE- ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MA Y ANY ACTION BASED UPON ANY DEFECT /N THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DA TE OF CERT/F/CA TION SHOWN HEREON. 3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY POWER SURVEY/NG COMPANY INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD, RIGHT OF WA Y, AND T/TLE OF RECORD, POWER SURVEY/NG COMPANY, INC. PERFORMED AND ISSUED THIS IMPRO VEMENT SUR VEY PLA T W/THOU T THE BENEFI T OF HA V/NG RECEI VED A CURRENT TI TLE COMMI TMENT. 4. THIS /MPRO VEMENT SUR VEY PLA T, AND THE /NFORMA TION HEREON, MA Y NOT BE USED FOR AN Y ADDI T/ONAL OR EXTENDED PURPOSES BEYOND THA T FOR WHICH lT WAS /N TENDED AND MA Y NOT BE USED BY ANY PARTIES OTHER THAN THOSE TO WH/CH I IS CERTIFIED. 5. THE UNI T OF MEASUREMENT FOR THIS SUR VEY PLA T IS THE U. S. SUR VEY FOOT. SURVEYOR'S CERTIFICATE 1, RICHARD B. GABR/EL, A LICENSED PROFESSIONAL LAND SURVEYOR /N THE STA TE OF COLORADO, DO HEREBY CERTIFY THA T ON SEPTEMBER 24, 2020, A SURVEY WAS MADE OF THE ABOVE DESCRIBED PROPERTY UNDER MY DIRECT SUPERVISION, AND BASED UPON MY KNOWLEDGE, INFORMA TION AND BELIEF IS /N ACCORDANCE WITH APPLICABLE STANDARDS A T PRACTICE DEFINED BY THE STA TE OF COLORADO, AND THE CORNERS WERE SET AS SHOWN, HOLD/NG FOUND POINTS AND PLA T DISTANCES WHEREVER POSS/BLE. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE PARCEL ON THIS DATE, SEPTEMBER 24, 2020, EXCEPT UTILITY CONNECTIONS, ARE ENTIREL Y WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THA T THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREM/SES EXCEPT AS INDICA TED, AS THA T THERE /S NO EVIDENCE OR SIGN OF ANY EASEMENT CROSS/NG OR BURDEN/NG ANY PART OF SAID PARCEL, EXCEPT AS NOTED. THIS STA TEMENT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. RICHARD B. GABR/EL, P.L.S. Colorado License No. 37929 For and on behalf of Power Surveying Company, Inc. (303) 702-1617 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 't 1 Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at; http✓/www. ci. wheatridge.co. uslinspection Date: ' < ,, Inspector: DO NOT REMOVE THIS NOTICE Code. All landscaping shall Be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1. This permit was issued based on the information provided in the subectto the compliance with those documents, and all applical 2. This.permit shall expire 365 days after the date of.issuance rega received prior to the date of expiration. An extension of no more Officlal and may be subiect to a fee equal to one-half of the one 3. dtober any new Date rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Building 1 ermitfee. If of a new permit shall be subject to the standard Re -issuance or extension of expired permits is at the sole discretion of the unlet bunging utnciai ano is not guarantees. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Wheat .gle COMMVNIIY DEVEIAPMENT Gryol Whmlm'dge Momaip,JBa Eog 95WW.2?Aw Whrffi IOdgyW 80034 1 P: 303 D5 U55 Pa 303239.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be cede in uniting and received prior to the date of expiration. An extension of no more Nan Igo days may be granted at the discretion of the Chief Building Official and may be subject W a fee equal N one balfofMe origival permit her. Re -issuance or extension of expired permits is at the sole discretion of Me Chief Building Official and is not guarantced. Please complete this fora in its entirety and submit to the Building Division A vsamih(lac'wheaaideewm or fax N 301239-8929. 1�'��rp,�/�' 11 // Party requesting pewit exteasiou:�in\ Vraaj✓CIj �_N li pemit#cUV)'4bS PropertyAddmes:.�S�f/�IJ _ 1 �t Phone#d(a-.t.—all �il.)b1BlmaillAddress: MIAn cA 4NIf� 0,0)1. conq Reasonforextensionneques[ " a WG'ICi 61 115 b -,( ,k a�1 s.1 c wed {lPs��EI oorh�� of �WoQA jInf3 0!L, .��(`A�P Ia�ff2_ Pa��ln� QDf 4 �� '{in4 � inSdf2."�iY1� C lv�l� f �F�s Number of days requestee'dd: Printed Name: ✓W\ Signature: Dare:9 Fwodce uu tidy Ildsregaerthasbecn: HAPPmved Il Denied Furasei mlN: 19/14/2929 APPronxi e&K4 436a llama 9/28/2929 11 ,w,Imaeurtmge.mua � ► � i City of Wheat Ridge Single Family - New PERMIT - 201900765 J PERMIT NO: 201900765 ISSUED: 05/17/2019 JOB ADDRESS: 3547 Depew St EXPIRES: 10/14/2020 JOB DESCRIPTION: New single family home, 4 bedroms, 4 baths, 3 levels above grade on a crawl space (2,822 sq f t) ; detached 2 car garage ( 5 6 3 sq f t) ; 3, 385 sq f t total *** CONTACTS *** OWNER (303) 847-2644 O' BRIEN SEAN GC (812)219-9736 David J. Mann 150030 Mann Builders LLC SUB (303)862-3810 Bianco Electric 100080 Bianco Electric SUB (303)364-8256 BRYAN & JEREMY GRAY 120139 ROAD RUNNER HVAC SUB (720)422-3167 RICHARD COLLINS 100264 UNITED PLUMBING SERVICES CO. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 366,860.00 FEES Total Valuation 0.00 Plan Review Fee 11855.23 Use Tax 71704.06 Permit Fee 21854.20 Engin. Review Fee 150.00 ** TOTAL ** 12,563.49 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and prior to the first framing inspection, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professions Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. USE CITY'5 STANDARD FORM. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. GARAGE NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Prior to issuance of a CO, l tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (1000) of the front yard shall be landscaped. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development o, i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: '„ Permit Number: r r , (r i I_r4,,,5 �1.i�- n -3t55 s 6T t M\� S 4 -- - i / ❑ No one available for inspection: Time 1 f ' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date 'C/ - Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT- RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:44 Job Address:a.._�F�' Permit Number: ❑ No one available for inspection: Time Re -Inspection required: `Nes) No When corrections have been made, shed le for hffp✓/www.ci.wheatridge.co.uynspeotion / /-- Date _ I_ AM/PM online at: J 1-800-854-4957 u info@frreretardantsinc.com $nFIRE RETARDANTS INC NOME or THE 90GN BARRIER Home Shop Become a distributor City of Wheat Ridge 1M Fire Retardant Product Solutions for Mineral Wool Insulation for 1-5 Hour Rated, Curtain Wall & Ceiling Assemblies. 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Features: Economical, high performance, durable. Can be used anywhere cost effective high performance sound absorption is needed. Applications: Schools, offices, community rooms, auditoriums, churches, gun ranges, home theaters, home studios, restaurants and equipment enclosures. ~ Size: 2'x 4', (optional 4'x 8', 4' x 4', 2'x 2', 1' x 1'). Color: Color available White, Marble Light Blue, Graphite, Light Gray, Beige, optional foil face or painted. Flammability: ASTM E-84 Class 1-A, nonflammable. Sound Silencer" Ceiling Tile and Wall Panels — Durable, Moisture, Mold, Mildew and Chemical Resistant FIRE -SAFE CONSTRUCTION Fire -safe construction and life safety are major concerns for everyone in the building materials and construction industry. The 2015 U.S. Fire Administration statistics (usfa.fema.gov/data/statistics/) on residential and commercial fires in the U.S. alone include 3,280 fire fatalities and an estimated $14.3 billion in property damage. These numbers underscore the seriousness of the issue and the need for fire -safe construction. For over 40 years, prefabricated wood I joists and other Weyerhaeuser building products have established a record of safe and reliable performance in millions of structures. Many of these structures, such as one- or two-family residential dwellings, do not require specific fire -resistance ratings per building codes but may require unrated membrane protection. The information below is intended to help you specify and install Trus JoistO products with fire safety in mind. Passive Fire Protection Independent tests show that when compared to protected systems, unprotected framing systems (whether combustible or non-combustible) suffer increased structural degradation when exposed to fire. All floor framing materials—sawn lumber, wood [joists, trusses, and light -gauge steel—succumb quickly to fire if not protected. Applying protective membrane, such as gypsum ceiling board, to all types of floor framing within the structure will provide uniform protection to the structural framing members. Passive fire protection can do the following: • Delay fire growth involving structural elements • Reduce the potential for significant property damage to structural elements Smoke Detectors Smoke detectors are universally recognized as the most cost- effective life-saving devices. Although smoke detectors do not provide protection to the structure or to the contents in a home, they do alert occupants to potential fire hazards and allow them time to escape. Similarly, carbon monoxide detectors can also alert occupants to faulty heating appliances or air contamination in the early stages of a fire. Floor Assembly Compliant with 2012 IRC R501.3 and 2015 IRC R302.13 Single Layer 1. Appropriate span -rated sheathing (Exposure 1) 2. Th0jcist 3. Single-layerof'k"gypsum wallboard Active Fire Suppression Automatic fire sprinkler systems are commonly required by building codes in schools, office buildings, factories, and other commercial buildings. Buildings designed with sprinkler systems are allowed larger areas and greater heights than buildings designed without sprinkler systems. Fire service agencies such as the U.S. Fire Administration promote the use of residential sprinkler systems, citing benefits such as lower overall cost of construction for the homebuilder, plus a safer environment and lower insurance rates for the homeowner. Using automatic fire sprinkler systems provides the following benefits: • Early and unsupervised suppression • Reduced fire and smoke development • Potentially enhanced life safety for the occupant(s) CRY of Wheat Ridge One -Hour Assembly for Rated Construction Double Layer 1. 48/24 tongue -and -groove, span -rated sheathing (Exposure 1), glued with a subiloor adhesive and nailed 2. Two layers of W Type X gypsum board 3. The joist 4. Resilient channels (optional)* Optional: Minimum 3'R' -thick glass fiber insulation or non-combustible insulation, rated R-30 or less.* *Resilient channels are required when insulation is used. ICC -ES ESR -1153 For more information on fire assemblies and fire -safe construction, please refer to the Weyerhaeuser Fire -Rated Assemblies and Sprinkler Systems guide, 17-1599, or visit our website at weyerhaeusercom/woodproducts. Trus lois[® TAG Joist Specifiers Guide TJ4000 11UIy2019 3 FIGURE 8 2 -INCH MINERAL WOOL INSULATION Syste►n Installers can add a 2 -inch -thick layer of 2.91b/ft' nominal mineral wool fiber insulation to the top of the bottom flange between Foists with a minimum flange size of 1-1/8 inches thick by 1-3/4 inches wide at a maximum spacing of 19.2 inches on center. (see Figure 8). Minimum 2.5 lh/ft' (nominal) and 2 -inch thick mineral wool insulation is permitted if the [ joists are spaced no more than 16 inches on center. In this method, the insulation is secured with insulation stay wires spaced no more than 24 inches apart and no more than 4 inches from ends of the batts. Use minimum 15 -1/4 -inch and 18 -1/2 -inch - wide halts when [-joist spacing is 16 inches and 19.2 inches on center, respectively. As an option for unfinished basements, this method has some advantages in that it does not affix any other material directly to the f -joists with any kind Df fasteners. Installation is simple, requiring mini- mal tools. While essentially closing up the cavities between the !-joists, it is relatively easy to remove the batts to add mechanical system components in the future. Mineral wool balls are readily available froth a variety of manufacturers_ This option also helps to minimize noise transfer between the base - hent and the first floor living space. CRY of Wheat Ridge Installing mineral wool between I -joists is one of several methods builders and installing dealers can use to meet the IRC provisions. Home (/) ) International Residential Code: Fire Protection of Floors (/content/1/international-residential-code-fire-protection-floors) INTERNATIONAL RESIDENTIAL CODE: FIRE PROTECTION OF FLOORS 2012 International Residential Code(htto://codes.iccsafe.org/app/book/toc/2012/1-Codes/2012%201RC%20HTML/index htmlI Ch0pter5Floors Ihttp•//Codesiccsafeor¢/anu/book/contenVPBF2012%201nternational%20Codes/IRC/chapter%205-Floors.ndf)(search for R501.3) 9501.3 Fire Protection o/Floors. Floor assemblies, not required elsewhere in this code to be fire resistance rated, shall be provided with a K -inch gypsum wallboard membrane, Winch wood structural panel membrane, or equivalent on the underside of the floor framing member. Exceptions: 1. Floor assemblies located directly over a space protected by an automatic sprinkler system in accordance with Section P2904, NFPAI3D, or other approved equivalent sprinkler system. 2. Floor assemblies located directly over a crawl space not intended for storage or fuel -ft red appliances. 3. Portions of floor assemblies can be unprotected when complying with the following: 3.1 The aggregate area of the unprotected portions shall not exceed 80 square feet per story 3.2 Fire blocking in accordance with Section R302.11.1 shall be installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 24nch by 10 -inch nominal dimension, or other approved floor assemblies demonstrating equivalent fire performance. 2015 & 20181nternatignal Residential Code -(hUp.//codes.iecsateere/aop/book/content/2015-1- Codes/2015%20180%20HTMUChaptgr%203.htmil chapter 3 Building Planning (bttpY/codes ices f orgLnn/bo r o t nt/ 01 od 01 % 019 % 0HTA / hapter%203 htmll (search for R302.13) 930213 Fire protection of floors. Floor assemblies, that are not required elsewhere in this code to be fire -resistance rated, shall be provided with a Ya -inch (12.7 mm) gypsum wallboard membrane, 5/8 -inch (16 mm) wood structural panel membrane, or equivalent on the underside of the floor framing member. Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping, and similar openings or penetrations shall be permitted. Exceptions: 1. Floor assemblies located directly over a space protected by an automatic sprinkler system in accordance with Section P2904, NFPAI3D, or other approved equivalent sprinkler system. 2. Floor assemblies located directly over a crawl space not intended for storage or fuel-fi red appliances. 3. Portions of floor assemblies can be unprotected when complying with the following: 3.1 The aggregate area of the unprotected portions shall not exceed 80 square feet per story 3.2 Fire blocking in accordance with Section R302.11.1 shall be installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 -inch by 10 -inch nominal dimension, or other approved floor assemblies demonstrating equivalent fire performance. Wheat Ridge Alternate Means of Method Request Date- 9-20-2020 Preparer- Joel Kozma, (303)-880-3383 Email- mannbuilders@aol.com kozma945@comcast.net ON SITE PLANS MUST BE ON SITE FOR INSPECTION aW or W heat Fn�j�dge APPROVED Reviewedtq Cade Qo moans BRANDON F 9/22/2020 Pian_ Examiner Date e�am.wpro y,... we�an�4=ro W 4me M.¢un wm¢peueM9aW�s Neq Mudimcex Mmb v�im"c m Mr<�^^m+h n +rase x mai x. mwem+ w w embe Property Address- 3547 Depew St, Wheat Ridge, Colorado 80212 Property Details- single family home, 4 beds 4 baths, 3 levels above ground on crawl space (2,822 sq ft) Detached 2 car garage (563 sq ft) 3,385 sq ft total Building Permit Number- 201900765 Code Addition- 2012 IRC Alternate Means Request- Using mineral wool( non-combustible insulation) for fire blocking crawl space ceiling/ 1st floor, to achieve proper fire rated assembly that will delay the growth of fire and reduce possible damage to structure. Code section- R501.3 Fire protection of floors (attached description) 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: _ 0 (3 ❑ No one available for inspection: Time D AM/PM Re -Inspection required: Yes t� When corrections have been made, schedule for re -inspection online at: httpY www.ci.wheatridge.co.innspection Date: ~t, ua " Inspector:_s' . DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: n Job Address:�i- Permit Number:11� ❑ No one available for inspection: Time AM/PM Re -Inspection required: a No When corrections have been made, schedule for re -inspection online at: h ttp✓/www, ci. wheatridge. co. uslins pection Date: i �� ' Inspector 0 ; DO NOT REMOVE THIS NOTICE � � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ��`-�� (�}� 0 { 5 1 - Permit Number: N3, C t ❑ No one available for inspection: Time AM/PM Re -Inspection required: `e No When corrections have been made, schedule for re -inspection online at: httpYlwww.ci. (w�heatridge.co. usrnspection Date-- t ' 2°7" Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge x Single Family - New PERMIT - 201900765 PERMIT NO: 201900765 ISSUED: 05/17/2019 JOB ADDRESS: 3547 Depew St EXPIRES: 09/13/2020 JOB DESCRIPTION: New single family home, 4 bedroms, 4 baths, 3 levels above grade on a crawl space (2,822 sq ft); detached 2 car garage (563 sq ft); 3,385 sq ft total *** CONTACTS *** OWNER (303)847-2644 O'BRIEN SEAN GC (812)219-9736 David J. Mann 150030 Mann Builders LLC SUB (303)862-3810 Bianco Electric 100080 Bianco Electric SUB (303)364-8256 BRYAN & JEREMY GRAY 120139 ROAD RUNNER HVAC SUB (720)422-3167 RICHARD COLLINS 100264 UNITED PLUMBING SERVICES CO. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 366,860.00 FEES Total Valuation 0.00 Plan Review Fee 1,855.23 Use Tax 7,704.06 Permit Fee 2,854.20 Engin. Review Fee 150.00 ** TOTAL ** 12,563.49 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and prior to the first framing inspection, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professions Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. USE CITY'S STANDARD FORM. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. GARAGE NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall Be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in 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 Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code oj.kny ordinance ¢rjregulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief BuildingX)fficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W h6.at 1: f9 1TVIII VI I �)VVVFNT City of Wheat Ridge Mmicipal 11nilding 7,5()0 W. 2 A c, Wheat Ridge, CO t300-3 -800 f P: 303.235,2855 F: 3033,237,8929 Permit Extension R�,nuest Form NN 41 Permits expire 365 days, after the date of issijance regardless of a�,,Livjty. Requests for eaten -Sion must be rrade in N n v, ri tz and received prior to the date of expiration. An extensibii of tit, than I SO days unay, be Lht� discretion of the Chief Building Official and may be subject to afiee equal to one-JI.aff ofthe original pemlit fce Re-issuance or extension of expired permits is at the sole discretion of the Chief'11 C , uilding 0111cial and is not guaranteed. 'Please complete this form in its entirety and submit to the Buitding Division at 1 t L Party requesting perinit extensio Address: Phone 4—_. L 'mail Address: --n 31 Re -,)son 'for extension requcst:__J3/,1(1_11 I 'OIbL _z� f N . . ............ 'Number ofdays Printed Name: Signature, For Office use Only This request has hoell: XA,pprovcd Fj Denied Approved by: E,Ntendcd until: 9/13/2020 7/15/2020 i CITY OF WHEAT RIDGE �i Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: \� Job Address: Permit Number:Cz . ❑ No one available for inspection: Time AM/P Re -Inspection required: Yew No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. us-Vinspection f ,- Date: Inspector:..) DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: —� �'►�� r Job Address: f "�� `�C,� Permit Number: IY h' 1 ❑ No one available for inspection: Time u , AM/PM Re -Inspection required: Yes' No When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co. usfinspection Date: ` G� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:'— \A Job Address: S `{� 0-( Permit Number: C -)U 1 9 00-1 Lo � ❑ No one available for inspection: Time 10 1 r" AM/PM Re -Inspection required: 1(" No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection r Date: � _o� 'c)--1 . \ c� Inspector: l DO NOT REMOVE THIS NOTICE 4uC 7[� CENSPACE, LLC 580 Burbank St., Unit 120 G�NEE�t� Broomfield, CO 800200 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com December 18, 2019 Sean O'Brien 3547 Depew St. Wheat Ridge, CO 80212 RE: Framing Inspection Subject Location: 3547 Depew St. Wheat Ridge, CO 80212 To Whom It May Concern, CO.7484.01 CENSPACE, LLC inspected and reviewed the steel and timber framing for the building at the subject location. It is my opinion that the steel and timber framing have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC 00 L/C O�• F�y� Prepared by: NN - Brandon Fleming, E.I.T. Reviewed and Approved by: Kyle Swartz, P.E. Page 1 of 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �1 �? �-- Z` Job Address: Permit Number: u7 C ❑ No one available for inspection: Time-'�A�?� AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp://www, ci, wheatridge, co, usrnspection Date:\c3 ' \'�. � �� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: a'= ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. whea tridge. co. usAinspection Date: .1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ('-I N1Y2 Inspection Type: ` \ '�'' (2 L C .�N (n^ S Job Address: :a`'; !�1 »4 C Permit Number: P ❑ No one available for inspection: Time `- AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at. httpYlwww.ci. wheatridge.co. usdnspection Date:_'t Inspector: DO NOT REMOVE THIS NOTICE 1.,^L CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: V �� \ \j _n � )(2 - Job Address: - n PC R t- v-) Permit Number: r) Q, ! C U � P 1.j No one available for inspection: Time I I . AM/PM Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpzllwww.cLwheatridge.co.uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE \ � 24`\� D4 7 q �!\§§ & �. CCD CD CL D % \ 2�5kf \�2 � S 7 * m -u E n9 f{!( 0 2s OD k){{\ \ co 0 / \ |a(\ M N) O > \ m w | co 10 ¥ Eo kCD 2CD / @ a mD D4 7 q e •O \w> �3 m CCD CD CL D / \ % CD � S 7 * m kCD 2CD / @ a D4 ��-n / \w> �3 m CD CL CDka< - / \ % � S 7 * m -u E n9 7 k$% 0 2s OD CO \ co 0 / \ 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: V u c, Job Address: V__; 4) Permit Number: e� c IJ No one available for inspection: Time AM/PM Re -inspection required- "Yes . No When corrections have been "ae,)schedule for re -inspection online at: http:llwww.ci.wheatridge.co. uslinspection Date: �t 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:`---- Permit Number: J('2 ❑ No one available for inspection: Tim Re -Inspection required: Yes o.__ -s When corrections have been made, sche uie for re -inspection online at: http✓/www. ci. wheatridge. co. unspectior Date: Inspe ctvo `_ �` i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time g�. . M/PM Re -Inspection required: Yes No When corrections have been made,,.chedule for re -inspection online at: http✓/www.ci.wheatridge.co.us�nspect&h , Date: Inspector: ,tet i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 5 q,_1( Permit Number: 0 y (C ❑ No one available for inspection: Time 1 -�_ AM/PM I"i Re -Inspection required: Yes /No When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: Inspector: 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:T l Job Address: f;_ Permit Number: I V C�) i ❑ No one available for inspection: Tirng%�6AM/PM Re -Inspection required: Yer-6L- *When corrections have been made, c ItId re,=/ns "on 2p3-234-5933 Datw!� •` Insperto ti 6 DO NOT REMOVE THIS NOTICE City Of COMMUNITY ��7Vheat� e DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to the placement of concrete and before proceeding with any further construction. DATE: 7/8/2019 PERMIT# 201900765 ADDRESS: 3547 Denew Street LOT 2 OF O'BRIEN SUBDIVISION I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all building corners as stated herein have been found by me to be in compliance with all municipal setback and elevation requirements, and all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 20.18' REAR: 5.28° SIDE: 5.08' SIDE: 6.56' The MINIMUM ELEVATION has been determined to be: 5444.94 (NAVDS$). The above measurements have been determined on the following location: Check only one): X Top of foundation prior to placement of concrete Top of proposed foundation subsequent to placement of concrete The setback and elevation measurement locations are identified onthe attached exhibit. Signed Print Frank M. Zwolinski Date 7/8/2019 �,;u�J t�ca, Professional Surveyor ;"� off•• *�t0j4� �6seo f� -n. w , Approved by: FOR OFFICE USE ONLY Inspector Date (Surveyor's Seal) www-ci-wheatridge.co.us Rev 12/06 EXHIBIT S , -. �? --------- `� 5444.95 TOP FORM �� pR .28 iS�OQ P TO F°RM i g5 3547 DEPEW ST. joP Permit #201900765 M Detached Home 20.29' W o W CY) a� 5P FORS 5��EOR�' W W :? O Z �o Lot Aof O'Brien Subdivision s 5,678 s.f. 0.1303 acres ��g5 (6& $ TO°PF ----------I N 3547 DEPEW ST. ;Permit #201900765 20.18' Detached Garage 17.80' y�g5•F°R� -; - - - - - - - - _CO �oP 544FpRM T°P N 589'42'30"W 64.00' SCALE: 1" = 20' 20' 0 10' 20' NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL foundation corners. 2. Foundation comers with minimum elevation and setback distance shall be ientified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of the property. 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. Rev 12/06 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR SPECIFICATIONS: CITY OF WHEAT RIDGE CODE DESIGN CRITERIA: • 2012 IRC • Roof Snow Load 30 psf • Basic Wind Speed 105 mph (3 -second gust) • Wind Exposure C • Seismic Design Category Residential B UTILITY LOCATES: • All utilities to be located by the contractor, before commencing with any excavation, includ- ing but not limited to underground electric, gas, water, sewer, cable, phone. • Contractor to notify the engineer of any utility conflicts with the proposed repairs, to allow for modification to the design as needed. • Contractor assumes all risk and responsibility for protecting all utilities. Coyle Structural In- spection Engineers is not responsible for any damages to any utilities caused by the contrac- tor. STEEL HELICAL PIERS: • AB CHANCE (Hubbell Power Systems): Model RS 2875 (round shaft) Helical Pile with Chance Standard Remedial Repair Bracket. Alternate - Model SS 150 (square shaft) Helical Pile • Piers shall be 8" (minimum) HELICAL PIERS, installed at locations shown on the diagrams. • Piers to be installed to a minimum safe working capacity of 15,000 lbs (15 KIPS) where safe working capacity shall be no less than 50% of installed resistance (i.e. 30,000 lbs (300 KIPS) for a 2:1 factor of safety). Typical torque to resistance relationships result in a torque installa- tion requirement of 3,000 FT -LBS. • Installation torque serves as emperical verification of pier capacity, yielding an onsite load test for each pier. Therefore, soils testing is not necessary for generating a theoretical ca- pacity. • It is assumed that each new pier will achieve penetration into bedrock or competent bearing soil, and can be installed to the specified capacity. Should bedrock or competent bearing soil (specified capacity) not be reached within reasonable depth/distance, this office should be no- tified for further instruction. • Footings shall be clipped flush to the foundation wall plane, at the pier locations. • Any encountered caissons are to be reported to the engineer for further instruction and possi- ble need for abandonment. • Contractor to maintain accurate pier depth and pressure/torque charts for each pier, showing depth and pressure/torque at each pier shaft section. Charts shall be filled out in real time dur- ing installation, and maintained onsite for engineer review during inspection. Charts shall be provided to engineer in final form upon completion. Page 4 of 6 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR NOTES FOR THE HOMEOWNER: • CONTRACTOR SELECTION and VERIFICATION: Structural repairs should only be per- formed by qualified contractors with significant experience. The homeowner is solely responsible for bidding, contractor selection, verification of contractor's experience, licensing, insurance, warranty program, etc. This contractor selection and verification process is not part of the scope of services provided by Coyle Structural Inspection Engineers. • FOUNDATION STABILIZATION: It should be understood that underpinning/stabilization of part of the foundation will minimize future movement in the area stabilized, but will not necessarily pre- vent movement elsewhere. Movement elsewhere (if it occurs) may in fact become more apparent once part of the foundation is stabilized, as cracking may develop at the transition points between the stabilized area and the non -stabilized area. • FOUNDATION ADJUSTMENT: Some incremental adjustments (lifting/lowering/realignment) of the affected area may be attempted with the owner's approval. It must be understood that adjust- ments could cause additional damage to finished surfaces and foundation walls. The owner is encour- aged to be present at the time of adjustments in order to authorize the amount of adjustment to be at- tempted. Coyle Structural Inspection Engineers shall not be responsible for adjustment authorization or for any damages caused by attempted adjustments. • GOOD DRAINAGE PRACTICE: Poor drainage has the potential to cause structural damage and water intrusion. The owner is advised to improve and/or maintain drainage per the guidelines below, in order to promote long term structural integrity for the property. GOOD DRAINAGE PRACTICE (for the homeowner): • Providing and/or maintaining good drainage is recommended in Colorado, in order to promote stabili- zation of moisture content in the foundation bearing soil. Stability of moisture conditions at founda- tion depth is considered essential toward promoting long term structural integrity of all homes. • These drainage remarks are general in nature to all homes in the area, and not necessarily site specific, as each site has unique constraints. In some cases, consultation with a land surveyor may be necessary in order to determine a detailed scope of drainage improvement, based on site constraints. • Provide/maintain positive drainage away from the foundation. Building Codes typically require a min- imum of 2% slope (1/4" per foot) and should be considered an absolute minimum. Ideally, 6" of fall in the first 5' is recommended by most soils engineers in the Colorado Front Range area with expan- sive soil conditions, for landscape areas, and then 2% (1/4" per foot thereafter). However, care must be taken not to raise the soil too high relative to siding/framing. Several inches of clearance should be maintained to deter moisture and pest access. If clearance cannot be maintained, then cutting the soil down and away from the foundation may be necessary in lieu of adding soil. In this case landscape drainage swales and/or french drains may need to be created in order to convey the drainage in a con- tinuous manner. In some cases, addition of sidewalk "skirts" or hardscape patios may be an alterna- tive. • Hardscape areas such as driveways, patios, sidewalks, etc. should slope away from the foundation, at a minimum of I% slope (1 /8" per foot) and should be installed at an elevation that does not act as a barrier to drainage. Where abutting the foundation, the hardscape should be well sealed to prevent moisture penetration. It is not recommended to attach hardscapes to the foundation via rebar pinning. • Construct or improve landscape swales, as needed, to route the drainage around the foundation. The flowlines of the swales should have a slope of at least 2% (1/4" per foot). In areas where 2% cannot be attained, a minimum slope of 1 % is acceptable if a French drain is incorporated in the flowline. Swale flowlines should be located no closer than 5 feet from the foundation walls. The swales should be continued to a points where natural drainage is possible. • Maintain/repair/replace roof gutters and downspouts, as needed, to prevent leakage and/or overspil- Page 5 of 6 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. ling around the foundation. Install and/or repair/maintain downspout extenders, as needed, to dis- charge a minimum distance of 5 feet from the foundation. Determine the discharge locations of any buried downspout pipes and test with a hose to ensure unimpeded flow and visible (daylight) dis- charge locations. If the discharge locations are not evident, and/or if blockage exists, the pipes may need to be extended or replaced. Determine the locations of any and all active sprinkler heads, and move as needed to a distance of 5 feet from the foundation as a minimum, and orient so that spray does not fall within 5 feet of the foun- dation. Drip irrigation and/or "misting" heads are generally considered to be acceptable as long as they are used sparingly. Maintain or create a 5 foot wide non -irrigated landscape buffer around the foundation. Replace or modify any solid landscape edging to allow drainage to pass thru the edging. Remove any plastic weed barriers adjacent to the foundation (within 5 feet). If a weed barrier is desired, use a geo- textile mesh landscape fabric that allows the soil to evaporate its excess moisture. Page 6 of 6 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. COYLE STRUCTURAL INSPECTION ENGINEERS Client(s) ,)CTUP 5500 E Yale Ave, #350 Demvel; CO 80222 .Address lnW f OA ' C 303-745-5209 www.coyle-inspeet.com Job Num: Date: x Page 3 of 6 t�#A City Of `7Vheat ge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to the placement of concrete and before proceeding with any further construction. DATE: 7/8/2019 PERMIT# 201900765 ADDRESS: 3547 Denew Street LOT 2 OF O'BRIEN SUBDIVISION I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all building corners as stated herein have been found by me to be in compliance with all municipal setback and elevation requirements, and all civil engineering and Building Permit construction plans as approved by the. City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 20.18' REAR: 5.28' SIDE: 5.08' SIDE: 6.56' The MINIMUM ELEVATION has been determined to be: 5444.94 (NAVD88). The above measurements have been determined on the following location: Check only one): X Top of foundation prior to placement of concrete Top of proposed foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. It Signed rl Print ;i,,�o 0.0 • •ir v: W n�Y (Surveyor's Seal) Professional Surveyor Date 7/8/2019 FOR OFFICE USE ONLY FApproved Inspector Date www-ci.wheatridge.co.us Rev 12/06 It 1 4 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: Job Address: Permit Number: C, C, � ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Dater `i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax - INSPECTION NOTICE Inspection Type: \.-,3 r l �, C r 1\_, r ('Y 4,c Job Address: Permit Number: C, a/ -L 1� � (' kj,, <s 6__ dam ( ❑ No one available for inspection: Time `°` ' AM/PM Re -Inspection required: ) ss ) No When corrections have been made, call for re -inspection at 303 -234 - Date:— Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection -Type: Job Address: c< Permit Number: Q_ ❑ No one available for inspection: Time AM/PM Re -inspection required,-� �Ys No When corrections have been made, call for re -inspection at 303-234-5933 inspector: DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office e (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: k C) J No one available for inspection: Time s AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: —inspector. DO NOT REMOVE THIS NOTICE e s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C_ (_ ` �— Job Address: 37 `1 __j D .< a e Permit Number: ,-;? U ( 5 G v-7 (, )- �� cep 1 �, ❑ No one available for inspection: Time Wil`' AM/PM Re -Inspection required: a No When corrections have been made, call for re -inspection at 303-234-5933 Date: �- Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201900765 PERMIT NO: 201900765 ISSUED: 05/17/2019 JOB ADDRESS: 3547 Depew St EXPIRES: 05/16/2020 JOB DESCRIPTION: New single family home, 4 bedroms, 4 baths, 3 levels above grade on a crawl space (2,822 sq ft); detached 2 car garage (563 sq ft); 3,385 sq ft total *** CONTACTS *** OWNER (303)847-2644 O'BRIEN SEAN GC (812)219-9736 David J. Mann 150030 Mann Builders LLC SUB (303)862-3810 Bianco Electric 100080 Bianco Electric SUB (303)364-8256 BRYAN & JEREMY GRAY 120139 ROAD RUNNER HVAC SUB (720)422-3167 RICHARD COLLINS 100264 UNITED PLUMBING SERVICES CO. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 366,860.00 FEES Total Valuation 0.00 Plan Review Fee 1,855.23 Use Tax 7,704.06 Permit Fee 2,854.20 Engin. Review Fee 150.00 ** TOTAL ** 12,563.49 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and prior to the first framing inspection, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professions Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. USE CITY'S STANDARD FORM. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. GARAGE NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall Be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perform and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. L�� 0 cl 1-1 47 Signature o WNER or CONTRACTOR (Circle one) Date I. This perrM was issued based on the information provided in thepermit application and accompanying Flans 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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADS BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat j�g i'd� COMVMUNITy DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(c cimheatridge.co.us FOR OFFICE USE ONLY Date: 77 Plan/Permit # V 1c� Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** J .. S-� . ltJ lne c Property Address: eP� � � � co Propertv Owner V-1.ifl Property Owner Email: SC�,V\b�� MAI CC>W) Tenant Name (Commercial Projects Only) OA Property Owner Mailing Address: (if different than property address) Address: J SO C) � S1 City, State, Zip: (A '4 Zoo, r- ; (_ C-) (�0,-2-) Z, Phone: 30� 194 ` 26Ll1-1 Architect/Engineer: 6%, Architect/Engineer E-mail: Phone: 72_0--L35` LAA- clil Contractor Name: t� CA A%) 'R, � �ep& City of Wheat Ridge License #: 1 ��s' Lj Phone: Contractor E-mail Address: MSA bit L's (2, For Plan Review Questions & Comments (please print): CONTACT NAME (please print): �� +n Phone: s X2 -y 9 - 913C CONTACT EMAIL(p/ease print): V \o,.Av% �Ws ocl's GAO Low Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: aer, �(��. Mechanical: W.R. City License # (i rte_ W.R. City Licensee W.R. City License # Other City Licensed Sub: Other City Licensed Sub:�J City License # City License # Complete all highlighted fields, if applicable. [—]COMMERCIAL K RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. I "K Aw- PL -1 LJ w� �"7 3 1 e✓�,� A�o�vG gls.e�G a%AJ a C✓Ck-J 51P4ce. 1w sav cels ,,r �r�� AJ I &Jr- c� csPLId- ro4%-n . 31 �Kgs� f6�- Sq. Ft./LF 2 g 2'Z BTUs Gallons Amps Squares For Solar: — KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 3C6, 966 O)VNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application: that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): S -W.- DATE: 1 Printed Name: 1 6'1C.A DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: F - Reviewer: C)SPi`Gve�l V"' ' e 1 lig K CONSTRUCTION TYPE:L7 r BUILDING DEPARTMENT COMMENTS: 1- 1 f f--& U&� W i C'o .9) „p jls, Reviewer: '-) -%C/ PUBLIC WORKS COMMENTS: 12r::.' 60I401?-ICNS OF AFP)2o\1A --- Reviewer: Building Division Valuation: " e1 eo x raC- 4�r-s (dc ,'. w A -ea -4-, e� e, c:o . it City of RECEIVED Wheat j COMMUNITY DEVELOPMiEN Pe, SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address:S541 ey S* Permit #: General Contractor: e\011"HA Z"t WO I Electrical Sub -Contractor Company Name: & I CAA W GL—c,�(_ Phone #: 303 -70LI - 3DS7% State License #:E( -.dad ,Srt r-3 Master #:(A E, 0076 769 hurt Itidgv Licen,e r✓: (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor CompanyName:001W3 State License #: , ow (3 }© Master #:_ Me 001%&313 heat l2icl�or license . f 4-6? irequired field) Sign ture of Authorized Agent D to Mechanical Contractor Company Name NV%(, Phone:? _qS4-73�� \\ fiv al Rial;,c License P,: required field) Signature of Authorized Agent Date �on--frac--yrs (dc City of REGEIVED Wh6atidP. e g COMMUNITY DEVELOPMENT Per SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address:SSTI 5-� Permit #: General Contractor: N-_1V%A Electrical Sub -Contractor I Company Name: &Q-A W EL-r-Av�L Phone #: 303 -7c')LJ-3C)3'K State License #:EC.000 5 -rt 63 Master #: lA E, 0026 769 «heal Itidbc I, CCIISe #: 1,00,000 (required field) 23 ��- S' nature of Authorized Agent Date Plumbing Sub -Contractor Company Name: 0N�'� n�hone #: ?>Q3 - G3 -q ?-&6 State License #:��c� . o0o l 3 10 Master #: W ($M j 3 Wheat kid -c License #: Signature of Authorized Agent (required field) Date I Mechanical Contractor I Company Name: F &fw' WAC Phone:_,ZQ1_g34—?3yq 11 heat Ridge License fl: Signature of Authorized Agent trequired field) Date �!ox4rct_"rs ec /'. w h-ea-1r,GL ,e . CD - a `Z A f City of RECEIVED W h6 atid e COMMUMT,y DEVELOPMENT Per SUB -CONTRACTOR AUTHORIZATION FORM __ ^ This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address:S5477 �)e?e.-) S* Permit #: General Contractor: �vhA 1'v� �delS I Electrical Sub -Contractor I Company Name: 91 cA C.0 C-Lft-Ay�,C- Phone #: 303 --7QL1- 3DSS'K State License #:EC.000 S -rt 63 Master #: A E^ 0o2%,761 N\ hest i2iric l.icrsi.c -: (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor I Company Name:00,"wJ 911J'�-61�69C--Cv" Yhone #: - q03 -- qZ&6 State License #: K. 000 13 IO Master #: V 0Q138913 %% hear ltitbae 1.icenw = (required field) Signature of Authorized Agent Date I Mechanical Contractor I Company Name: LJ E~ NAL Phone: 20-1 - qS4 -73(4 �`• rc:s= zaR,e [.irrn,cI 3 irequired field) �1a3�°I Signature f Authorize A e Date City of SINGLE FA MIL I'/DUpLEX ,! hetet ice 1� l� H L B C WORKS B UILDING PEIt/ I'T AEP LIC',4 TION RE VIEW Date: 7 AAA) ?0�9 Location: 3547 C W S7 - ATTENTION: BUELDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. V Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: ZOKO refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: _ Yes No b. curb & gutter: Yes No c. sidewalk: _ Yes No Completed d. Other (specify): — Yes _ No For items not constructed, the amount of funds taken in lieu of construction: Completed Completed Completed 3. --L Does all existing roadway/alley R.O.W. meet the standards of the City:Yes If not, what is required? No If R.O.W. is required, has the deed been received: — Yes _ No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate Of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. %iii Y 20 Lg Signature Mark Van Nattan Date 5. 6 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. Stipulations: �1 Rne iltsr shrd 7. A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate Of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of Wheat -Midge PUBLIC WORKS CONDITIONS OF APPROVAL Address: 3547 Depew Street Permit Number: 201900765 Approval of this building permit is subject to the following conditions and notes: • This Building Permit Application shall be in substantial agreement with the approved Civil Engineering Plans. It shall be the Contractor's responsibility to notify the Owner/Developer and City Inspector of any problem encountered which would alter the original design or cause non-conformance with the original approved construction plans for any element of the proposed improvements prior to its construction. • Final Slope Grading shall not exceed 4:1 in conformance with the approved civil documents. • Public Improvements, to include curb, gutter and attached 5' sidewalk along Depew Street are required with this project. A Right -of -Way Construction Permit shall be required prior to the commencement of construction of the public improvements. Contact Public Works at 303-235-2861. • The proposed standard CDOT Type 2 drive cut shall be between 10' and 24' wide. Re: Std. Plan No. M-609-1 (included). • The post development drainage patterns must closely follow pre -development, per Colorado Water Law. Swales and downspouts shall be directed to protect adjacent properties from stormwater runoff. • Per Section 7 of the Subdivision Improvement Agreement, recorded at Rec. No. 2019002690 in the official records of the County of Jefferson, State of Colorado, the Public Improvements shall be substantially complete prior to issuance of any Building Permit. • All Public Improvements shall be fully completed prior to issuance of the Certificate of Occupancy. • Upon completion of the improvements, the Engineer -of -Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed and the drainage shall function in accordance with the approved Drainage Letter/Plan, and that all public improvements were constructed per the approved construction plans. MVN 5/8/19 Page 1 of 1 City of resat Le City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW FEES Date: 7 9A)f -2o / 9 Location of Construction: _55 47 L)cpeu/ �T Purpose of Construction: a_ h ti, Single Family Z Commercial Multi -Family Development Review Processine Fee: ................................................ $100.00 $ (Required of all projects for document processing) ` Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/iblulti-Family Review Fees: ® Review of existing or minimal technical documents: ........................ $200.00 $ o Initial review' of technical civil engineering documents (Fee includes reviews of the I" and 2nd submittals): .......................... $600.00 $ ® Traffic Impact Study Review Fee: (Fee includes reviews of the 151 and 2nd submittals): ........................... $500.00 $ ® Trip Generation Study Review Fee: .................................................. $200.00 $ ® O & M Manual Review & SMA Recording Fee ................................ S100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: o Resubmittal Fees: 3`d submittal ('/z initial review fee): .................................................... $300.00 $ 4'h submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00---- (Full initial review fee) $ TOTAL REVIEW FEES (due at time of Building Permit issuance): CaL�LLJ PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. kv",A:ei.ENheauldge.ca us Rev 12/12 7�City of 6 t e €ittt tC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: -7 AJAdY 7j2 /9 ADDRESS: f547 SV - Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www. ci. w hea tri dge. co. u s Rev 2/08 &x4ra"rs ec �,- �u keo,-4-1�6,e, (2,0. a �, City of RECEIVED Wh6at�dge COMMUNI"IY DEVELOPMENT pef�___ _ SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address.*S547 ?ems `j-}- Permit #: General Contractor: Nl�.%hA "i W� Electrical Sub -Contractor I Company Name: 8;4-A W C -6,4;L Phone#: 303 -20L-1- 323% State License #:EC -.000 5"q s3 Master #: A E, 007-069 %% iacut ltidoe (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor I Company Name:110-,*WJ 911J1 -"`-*-v"' Yhone #:103 - q0l - q Z&6 State License #: -W, . 000 131 Q Master #: ? (Q( SMI %% heat Ridge 1.icenw » _ (required field) Signature of Authorized Agent Date I Mechanical Contractor I CompanyName:Ue~ WAC Phone:? 3 -qS4 -73(4y �a�a€ '�i[•�c ;.srcti,c o`-�I 3 #required field) Signaiurelgf Authorized A& Date t )1S Qil a I!Q 41 it--! III P of i' �' 1i1' .a'r i'. 3' [ �� ?t 9 �� f s 60 iiia) j�1;,' "itt, Ake Wheat itis) r d � girt) i ' 4W ; as 4 4t � Proof of Submission for Permitting/Plan p Mater and Sanitatioll Only)—A A copy of this form mut be completed by rear water and sanitation ncy rnriscated on the Pannit Slattntrtial Checklist tar the prolan typo and ter$ attach od to tela Building Permit Applicationat the f rric, of lubrrtsasion. Applications presented for submission wilttirut a completed Proof Of Submission #c art fuer) a required agency will not be accepted or pro ed, Date., r r Project Addre s aA, Nance of Firmlindividual submitting documents, Project Type/Description t:l.:.::��4..a...r >.i� a:.. �r t. �....... .. � r Signature of Firm Representative or Individual: 1 DO 140T WRIT LOW TMS POINT - FOR AGENCY U ONLY, !, r�dobj'nij `?�� air rluhy urtlr�raed reireerJttry of fire eenc,�lrrdlca d aignatrJr reby d a r ipt of documents necessary far review and approval of the prrject indicated abrsve. tt nad: aWheat Midge Sanitation District Wil POO Water District Clear Creek Sanitation District ConSolidate+n t utuat Metter DISIMI prul4Sanitation District galley "'Water District iestrid Sanitation Olsinct Denver ;eater Other Aency cote M c� *e Signelurrs; tri gen,dttatie; ry I. Ily ul W lica`l. t I IIdgv REC�1V E D ( 111 111 WIII %11111)(11 141 II DINII AND IN4111 i III1N 11 I(VI(I 4 I)IVIVI,)N % 75nu W ")Ili Avo Whoiii I(Idµr, co mill -111001 p 11)1215 2811 J 101217.11921) Per q� Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency Indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date r K j9 Project Address Ltd' I l vat ("t 1 t > ilLe-- Name LName of Firm/Individual submitting documents t s ( 0 ( r� � j' I�-0 <� Project Type/Description t rxau( SL-,Qt�r_ (__r 4n ( 1 ty r Liso r1r„a n�'lt..c)_ Y1 Signature of Firm Representative or individual. DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY , 2� am a duly authorized representative of the agency Indicated below and o, y my signature a ow, hereby 66ki owledge receipt of documents necessary for review and approval of the project indicated above, Aaencv represented: (Picaso chock one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: S e r cL KcL cE'i a ct. I c, Ff e r A Wheat Ridge Sanitation District Clear Creek Sanitation District Frultdale Sanitation District Westridge Sanitation District �> Other Signature Datey – S` - f 9 (Agency Representative) C. i it._S 7 MARTIN/MARTIN .00*.IIIII"IIIIIII��" C O N S U t 7 I N G E N G I N E E R S April 5, 2019 Pam McKnight Office Manager Wheat Ridge Sanitation District 7100 W. 44th Ave. #104 Wheat Ridge, CO 80033 (303)424-7252 Email: info@wheatridgesanitation.com RE CDIVED R `ax Re: Wheat Ridge Sanitation District — 3547 Depew St - O'Brien Martin/Martin, Inc Project No.: 17.0633.C.01 Dear Ms. McKnight, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received April 4, 2019, dated January 21,2019, concerning a proposed new single-family home at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot is entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainlines) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running west to east, through the referenced property. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No sump pump connections to District facilities are allowed. General 1. The District requires access to the sewer mainline. 2. Adherence to the encroachment agreement. (attached) 3. Proper application for connection and fees must be paid. 4. No plumbing is allowed to the garage without sperate tap connection application and fees. 5. Contact Ramey Environmental Compliance minimum 48 hours in advance for tap inspection following application and fee payment. 6. Service lines require tracer wire from main to building with test station at easement edge. (detail attached) 7. Service connection requires saddle wye fitting with core. Utility Locates It is the developer's responsibility to provide the District, through Martin/Martin Inc., with an ASCE Utility Quality B utility locate mapping stamped by a Colorado PE as required in Colorado Senate Bill 18-167 and ASCE 38 standards. Depending on the design, an ASCE Quality Level A supplemental survey may be required which necessitates physical MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN COM Wheat Ridge Sanitation District — 3547 Depew St - O'Brien April 5, 2019 contact and survey of the existing utility at crossings. All projects must meet Senate Bill 18-167 for proper notification to the Notification Association by the Developer's professional engineer. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Submit details for tracer wire and associated test stations. Costs All costs and fees are due prior to connection. A water provider letter verifying water meter sizing for all units/buildings will be required prior to a tap application completion. Full addresses of each sanitary service are also required. A tap application is available online and must be submitted to the District for review. If credits for SFRE's are being requested for existing units(s)/buildings, the Developer must provide existing addresses, meter size, and if applicable, abandon the sanitary tap at the mainline (District observation and fee is required) prior to final new connection acceptance. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District Page 212 2019019383 3/14/20191:20 PM PGS 6 $38.00 DF $0.00 Electronically Recorded Jefferson County, CO George P Stern, Clerk and Recorder TD1000 N ENCROACHMENT AGREEMENT This ENCROACHMENT AGREEMENT ("Agreement") is entered into this ` 7 day of 12019, by and between WHEAT RIDGE SANITATION DISTRICT, a quasi -municipal corporation and political subdivision of the State of Colorado ("District") and KELLY A. KALES, n/k/a KELLY A. O'BRIEN AND SEAN M. O'BRIEN (O'Briens) whose address is 3547 Depew Street, Wheat Ridge, Colorado 80212. District and O'Briens are hereinafter sometimes individually referred to as a "Party" and collectively referred to as the "Parties". RECITALS WHEREAS, District is the owner of a 16 -foot -wide sanitary sewer line easement recorded upon the real estate records in the office of the Jefferson County Clerk and Recorder on January 23, 1950 in Book 660 at Page 465 ("Easement"); and WHEREAS, O'Briens are the record owners of certain real property located in the City of Wheat Ridge, and being more particularly described as Lot 2, O'Brien Subdivision, County of Jefferson, State of Colorado according to the plat recorded January 18, 2019 at Reception No. 2019004728 ("O'Brien Property"); and WHEREAS, the O'Brien Property is commonly known and numbered as 3547 Depew Street, Wheat Ridge, Colorado 80212; and WHEREAS, in connection with the construction of a single-family residence upon the O'Brien Property, the O'Briens constructed or will permit to be constructed a concrete patio being 13 feet in width and 20 feet in length, two stepping pads, and a paver walk between the house and a garage, all of which encroach upon the Easement; and WHEREAS, in addition to the foregoing, there are two fences which currently or in the future will extend over and across the Easement, one of which is aligned or will be aligned with the front of a house/garage and one of which is or will be located at the rear/west property line of the O'Brien Property. Both fences have or will have a twelve - foot -wide vehicle access without locks and the eastern fence will have a gate. A roof overhang that is attached or will be attached to the house over the door to the mudroom also encroaches or will encroach into the Easement; and WHEREAS, the above-mentioned concrete patio, stepping pads, paver walk, fences and roof overhang are hereinafter collectively referred to as the "Residential Improvements"; and WHEREAS, the O'Briens have asked that the District consent to the encroachment of the Residential Improvements into and upon the Easement; and f 0067218 DOCX / 2 } WHEREAS, District has determined that the Residential Improvements at the present time do not materially adversely affect the District's sanitary sewer line located within the Easement; and WHEREAS, District is willing to consent to the encroachment of the Residential Improvements, upon and within the Easement upon the terms and conditions contained herein. NOW, THEREFORE, in consideration of the terms and conditions herein set forth, the Parties agree as follows: 1. Consent to Encroachment. District hereby consents to the encroachment of the Residential Improvements upon and within that portion of the Easement located within the O'Brien Property ("Easement Area") at the locations within the Easement Area as generally depicted on Exhibit A, as attached hereto and incorporated herein by this reference. Any and all rights granted to the O'Briens under this Agreement, shall be exercised at no cost or expense to the District, and shall be subject to the dominant and continuing right of the District to use any and/or all of its Easement Area including, bort not limited to, the encroachment locations depicted on Exhibit A for the District's public purposes. 2. No Warranties. This Agreement is subject to all prior deeds, easements, dedications, conditions, franchises, covenants, restrictions, encroachments and claims, and reservations of record that may affect the Easement Area. Nothing contained in this Agreement shall be deemed to grant, convey, create or vest in the O'Briens any real property interest in the Easement or Easement Area including, but not limited to any leasehold interest, irrevocable license or other interest. 3. Use of Easement Area. The O'Briens agree to utilize the Easement Area solely for the Residential Improvements, and for no other purpose. 4. No Interference. The O'Briens, in the performance and exercise of their rights and obligations under this Agreement, shall not damage or interfere in any way with the use, operation, maintenance, repair, or replacement of the District's sanitary sewer line or related facilities that the District now owns or may in the future own, operate, and maintain within the Easement Area. If the existence of the Residential Improvements or their subsequent operation, maintenance or repair ever unreasonably interfere with or damage the District's sanitary sewer line and related facilities now located or in the future located within the Easement Area, the O'Briens, at their sole cost and expense, shall promptly repair any and all damage and/or remove the interference as soon as is reasonably practical. If for any reason any damage or interference occurs to the District's sanitary sewer line and related facilities and such damage is not repaired or the interference not removed within twenty (20) days after receipt of written notification from the District, the District shall have the option, upon an additional ten (10) days {00672180 DOCX/ 2 1 2 written notice to the O'Briens, to perform or cause to be performed, all work that is necessary to repair the damage or remove the interference at the O'Briens' sole cost and expense. Notwithstanding the foregoing, in an emergency situation, the District may, at the O'Briens' sole cost and expense, repair any and all damage and remove any and all interference without prior notice to the O'Briens. 5. Compliance with Laws. The O'Briens shall comply witb all federal, state and local laws in the exercise and performance of their rights under this Agreement. 6. indemnification and Waiver. The O'Briens hereby agree to indemnify, defend, protect and hold harmless the District, its officers, agents, employees and contractors from and against any and all claims, damages, losses, liabilities, fines, penalties, of whatsoever kind or nature, including, but not limited to reasonable attorneys' fees incurred by the District and that arise out of or that are caused by the existence of the Residential Improvements within the Easement Area including, but not limited to any future construction, repair or maintenance of the Residential Improvements. 7. Limitation on District's Liability. The District shall have no liability to the O'Briens or any third person arising from the O'Briens' use of the Easement Area including, but not limited to, any damages to any of the Residential Improvements resulting from the District's dominant use of the Easement Area or from the repair of the District sewer line and related facilities located within the Easement Area or the installation of any additional sewer lines within the Easement Area in the future. 8. Termination. The District may terminate this Agreement at any time upon one hundred twenty (120) prior written days' notice to the O'Briens, if the District's Board of Directors, in the reasonable exercise of its discretion, determines that the Residential Improvements unreasonably interfere with the District's current or prospective use of the Easement Area. 9. Integrated Agreement. This Agreement contains the entire understanding between the Parties hereto with respect to the subject matter hereof. There are no representations, agreements or undertakings, whether oral or written, between or among the Parties relating to the subject matter of this Agreement which are not fully expressed herein. 1.4. Burdens and Benefits Run with the land. The Parties acknowledge that this Agreement will be recorded upon the public records of Jefferson County, Colorado, and that the burdens and benefits contained herein shall run with the land and be binding upon the Parties and their successors and assigns forever. {oo672180 pocx r 2 � 3 IN WITNESS WHEREOF, in order to bind themselves legally to the terms and conditions of this Agreement, the Parties have executed this Agreement as of the date first set forth above. WI11EAT RIDGE SANITATION DISTRICT, a quasi-inunicipal corporation and political subdivision of the State of Colorado By: z Z' //�' Phirip H. f3urgi, President Attest: Chester C,(Myers, retary ACKNOWLEDGEMENT STATE OF COLORADO ss. COUNTY OF,R'_, P. The within and foregoing instrument was acknowledged before me this,"_)"4''daY of 20__, by Phillip Burgi as President of the Wheat Ridge Sanitation District, a quasi -municipal corporation and political subdivision of the State of Colorado. Witness my hand and official seal. My commission expires: _a--L1—'j % �tlotary Public Pamela L McKnight NOTARY Pl1BLIC STATE OF COLORAt)O Y ID 20IM67,%7 MY COMMISSIONNOTAREXPI ESS NOVEMBER 4, 2021 (00672180 DOCC / 2 1 4 rjq, fl - `n " Kell . Kales, n/k/a Kelly A. O'Brien x� Sean M. O'Brien ACKNOWLEDGEMENT STATE OF COLORADO ) } ss. COUNTY OF C)LXA _ } The foregoing instrument was acknowledged before me this � day of b _, 2019, by Kelly A. Kales, n/k/a Kelly A. O'Brien, and Sean M. O'Brien. Witness my hand and official seal. My commission expires: Co'-� VEROWCA WORLEY Notary € ublic State of Colorado Notary Public Notary €C? 0 198742245.50 MV C(1rr MjSSi0n Expires 04-29.2021 100672190 DOC:X 12 1 5 s Stud i o OFF THEUBRIEN RESIDENCE ARCHITECTURE A Z wvner3nuiM}{DFF.cari7 777 CclumMm SC Address to assigned soon Derwen Co 80206 9 ' 720:;854491 COIL 3 -FT OF EXTRA RED AND GREEN WIRE IN ACCESS POINT. REO WIRE 5 AT GRADE TRACER WIRE ACCESS POINT FROM GROUND ROD AND GREEN WIRE TO BE INSTALLED DIRECTLY OVER SERVICE 5 TRACER WIRE ON SERVICE LINE THAT UNE NEM THE RIGHT-OF-WAY UNE CONNECTS TO THE MAINLINE WIRE GROUND CENTERLINE SERVICE UNE- II GREEN TRACER WIRE (TYP) II /-GROUND ROD SERVICE UNEP (SEE PLAN VIEW) TRACER WIRE SEWER SERVICE - SECTION VIEW NOT TO SCALE NSIDE RIGHT -Di -WAY LINE/ EASEMENT LINE GROUND ROD GREEN � GROUND ROD S ND ROD SMAINLINE ERVICE LOC INNG F--- MAX -E CONNECTOR /fl/ I.NAK 2 -WAY AT GRADE TRACER WIRE I SEWER SERVICE CONNECTOR ACCESS POINT DIRECTLY I ON PRIVATE SIDE ABOVE SEWER SERVICE TAPE OR NOTES: N L PLASTIC TIE WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALL BE (TYP) INSTALLED ALONG THE NORTH OR EAST SIDE OF THE SERVICE PIPE. THE WIRE SWILL BE FASTENED TO THE PIPE WITH TAPE OR TIC PLASTIES AT 5' INTERVALS. TRACER WIRE SEWER SERVICE W/0 TRACER WIRE ® MAIN- PLAN VIEW NOT TO SCALE -OF -WAY UNE/ EASEMENT LINE V, GREEN iIAINUNE TOCKINGMER (TYP) WIRE I GROUND ROD GROUND ROD SERVICE LO i 9 I' MAX--J:CONNECTOR - ---- - ----S 1' NAK AT GRADE TRACER WIRE I SEWER SERVICE ACCESS POINT DIRECTLY ON PRIVATE SIDE 'S ABOVE SEWER SERVICE I 3 TAPE OR NOTES: L) PL STIC TIE WINE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SWILL BE INSTALLED ALONG THE NORTH OR EAST SIDE OF THE SERVICE PIPE. THE WIRE SHALL BE FASTENED TO THE PIPE WITH TAPE OR PLASTIC TIES AT S' INTERVA S. TRACER WIRE SEWER SERVICE W/ TRACER WIRE ® MAIN- PLAN VIEW NOT TO SCALE COIL 3 -FT OF EXTRA RED AND GREEN WIRE IN ACCESS POINT. REO WIRE 5 AT GRADE TRACER WIRE ACCESS POINT FROM GROUND ROD AND GREEN WIRE TO BE INSTALLED DIRECTLY OVER SERVICE 5 TRACER WIRE ON SERVICE LINE THAT UNE NEM THE RIGHT-OF-WAY UNE CONNECTS TO THE MAINLINE WIRE GROUND CENTERLINE SERVICE UNE- II GREEN TRACER WIRE (TYP) II /-GROUND ROD SERVICE UNEP (SEE PLAN VIEW) TRACER WIRE SEWER SERVICE - SECTION VIEW NOT TO SCALE R FF C 1--- IVED Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8oi16 - Phone: 3o3.688,2150 - Fax: 303.688.1295 - CoGeoDesign.Com Sean O'Brien 3505 Depew Street Wheatridge, CO 8o212 SUBSURFACE INVESTIGATION Ma 35o5 DEPEW STREET JEFFERSON COUNTY, COLORADO M...... . I .. . .. .... REPORT NO. 18-649 November 13, 2018 GEOTECRNICAL STRUCTURAL CML ENGINEERM Colorado Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8ol16 • Phone: 303.688.2150 • Fax: 303.688.1295 • CoGeoDesign.Com O'BrienSean 35o5 Depew Street • rCO :.1 SUBSURFACE INVESTIGATION OF 3505 DEPEW STREET JEFFERSON COUNTY, COLORADO REPORT NO. 18-649 November 13, 2018 NOT VALID WITHOUT ORIGINAL SIGNATURE GEOTECHNICAL STRUCTURAL CIWL E.NG ERS TABLE OF CONTENTS General Site Conditions Field and Laboratory Investigation Foundation Recommendations Criteria for Concrete Slab on Grade Construction Placement of Foundation Fill Subsurface Drainage Surface Drainage Foundation Excavation Radon Gas General Information Location Map Log of Test Holes Swell / Consolidation Charts Summary of Laboratory Testing Details of Foundation Drain System Foundation Grading Detail Appendix 1 1 1 2 3 5 5 6 7 7 7 Figure 1 Figure 2 Figure 3 Table 1 Detail 1 Detail 2 Informatlon about the Report Subsurface InvesfigaVon Sean O'Brien Colorado Geoscience and Design, InC_ Report Na 18-649 This report presents the results of data obtained during the subsurface investigation at 3505 DEPEW STREET, JEFFERSON COUNTY, COLORADO. This investigation was made to determine the type of foundation required, allowable bearing capacity, and groundwater conditions encountered at the time of the field investigation. At the present time the site is vacant. It is our understanding a single-family residence over a crawl space is planned for the site. The proposed structure will consist of wood framed construction with a steel reinforced concrete foundation. We anticipate the foundation loads for the residence to range from 1,000 to 2,000 pounds per lineal foot of foundation wall. The general topography of the site slopes approximately 2% to the north. The vegetation at the site consists of native trees, grass and weeds. The weather was cool and sunny at the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. FIELD AND LABORATORY INVESTIGATION Two (2) exploratory test holes were drilled on October 17, 2018 at the site shown on the Location Map, Figure 1. The test holes were drilled with a four -inch (4") diameter auger advanced with a CME -45 soil exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical soils. Swell - consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Groundwater was not encountered at the time of the field investigation. These observations represent the groundwater conditions at the time of drilling or measurement and may not be indicative of the conditions at other times. Groundwater November13, 2018 Subsurface Investigation Sean O'Brien Colorado Geoscience and Design, Inc. Report No. 18-649 levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns. Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is required and must be performed by a representative of this office to verify existing soil conditions, and the proposed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. The fee for this observation and/or revised foundation recommendations is not included In the cost of the soil resort. Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and shall absolve Colorado Geoscience and Design Inc. from any and all responsibility for any damages arising from the failure to obtain proper site observations. FOUNDATION RECOMMENDATIONS Based on our evaluation of the subsurface conditions, we recommend the proposed single-family residence and detached garage be founded on continuous concrete footings and pads. A professional engineer should use the following design criteria to design the foundations. 1. The footings and pads for the residence and detached garagelshop shall be designed a maximum soil bearing pressure of 1,500 pounds per square foot (DL+LL). The entire foundation shall bear on the very stiff, sand clay at least 2 feet above the claystone bedrock. 2. No footing or pad shall bear upon topsoil or soils that contain organic material. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. 3. All continuous footings supporting perimeter concrete foundation walls shall be at least 16 inches wide or the width required for the maximum design loads. We recommend footings be reinforced to bridge isolated soft areas up to 10 feet. Exterior footings should be provided with at least 3 feet of soil cover for frost protection, or per county codes, 4. The foundation walls shall be designed for an active horizontal pressure based on an equivalent fluid density of 40 pounds per cubic foot plus any applicable surcharge or hydrostatic loads. 5. In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. November13, 2018 2 Subsurface investigation Sean O'Brien Cotorado Geoscience and Design, Inc. Report No. 18-649 However, based upon the currently available methods of settlement prediction, it is estimated that total structural settlement will be on the order of 1" and differential structural settlement will be on the order of Y2". CRITERIA FOR SLAB -ON -GRADE CONSTRUCTION Virtually all concrete slabs undergo some type of movement. Concrete slabs placed on soils comprised of medium dense or dense granular material or comprised of soft or stiff clays with swell potential less than 1 % under a 1000 lb surcharge is considered unlikely to sustain intolerable movement by standard engineering practice. Cracking of slabs -on -grade is difficult to control and should be expected to occur with time. Cracking may be the result of many factors such as concrete shrinkage and daily and seasonal variability in temperature and humidity and not necessarily the result of soil movement. Further, cracks and movement of slabs -on -grade can be transmitted through rigid floor coverings such as ceramic tile. Performance expectations should be taken into consideration in the selection of floor slab coverings. If floor coverings or coatings less permeable than the concrete slab are used, or H moisture is a concern, we recommend a vapor retarder be placed beneath the slab. Flooring installation should be consistent with the flooring manufacturer's recommendations for subsoil and slab construction and moisture testing prior to installation. A change in water content in soils is a major contributor to slab movement Colorado Geoscience and Design recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly landscaped yards, drainage from the foundation walls, and the installation of perimeter and/or under slab drainage systems are ways to mitigate changes in the water content of the indigenous soils (See "Surface Drainage"). A slab performance risk evaluation was conducted in general compliance with industry guidelines for the local area. The risk assessment of a site for potential movement is not absolute; rather, it represents a judgment based upon the data available and our experience in the area. Movement of foundations and concrete flat work will occur over time in low to very high-risk areas as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3 inches across the slab with cracking of up to % inch in width and/or differential movement are not unusual. The damage generally increases as the risk assessment increases and as the depth of wetting increases. It must be understood, however, that assessing risk is an opinion, and the prediction of heave is not an exact science. Therefore, it may be possible that heave less than or in excess of what is described herein may be experienced. This risk should be communicated to the subsequent homebuyer. We recommend the owner or prospective buyer review `A Guide to Swelling Soils for Colorado Homebuyers and November13, 2018 3 Subsurface Investigation Sean O'Brien Colorado Geoscience and Design, Inc. Report No. 16.649 Homeowners", which is a special publication produced (SP43) by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Swell Potential Chart Slab Performance Risk Category Representative Percent Swell 1,000 nsf Surchar e Low 0 to <2 Moderate 2 to <4 High 4 to <g Very High >_ g Note: the representative percent swell values presented are not necessarily measured values; rather, they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance. The swell potential of the indigenous soils for the residence at this site meets the criteria for low risk of slab -on -grade movement. Concrete slabs may be used for garage slabs and exterior surface (sidewalks, patios and aprons) placed on the native soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. If differential slab -on -grade movement is not acceptable to the owner/builder, and if the ownerlbuilder is unwilling to accept the risk of differential slab -on -grade movement, a structural floor above a crawl space is required in the basement. The owner/bullder shall be cautioned that problems with mold may arise when floors are built over a crawl space or with a structural floor. In order to prevent such problems, it may be necessary to take speck actions to mitigate the potential for molds, such as installing actively controlled humidistat systems and devices, providing adequate ventilation of enclosed spaces below the floor, and/or treatment of the soils with anti - mold, anti -fungal chemical agents. Colorado Geoscience and Design, Inc. will not be responsible for any and all claims arising from issues of mold or fungal contamination. It is the builder's responsibility to adequately address these issues during construction. If the owner/builder accepts the risk of slab -on -grade movement and chooses a slab -on - grade floor, the following steps shall be part of the concrete slab design: • Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. • The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process. November13, 2018 4 Subsurface Investigation Sean O'Brien Colorado Geoscience and Design, Inc. Report No, 18-649 • The concrete slab shall be structurally isolated from all foundations and shall be isolated from penetrations by suitable expansion material not less than %" thick. The floating concrete slab shall be completely isolated from all utility lines. • Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than neither 100 square feet nor a maximum dimension of 12'-0" in any direction without a control joint. • All non-bearing partition wails shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. • If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement. • If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. PLACEMENT OF FOUNDATION FILL Expansive soil is not suitable for backfill material adjacent to the foundation backfill or for retaining walls. Any soil disturbed or imported material adjacent to the foundation walls shall be re -compacted to a minimum of 90% of Standard Proctor Density, ASTM D-69$. Compaction of each lift adjacent to walls should be accomplished with hand -operated tampers or other lightweight compactors. Over compaction may cause excessive lateral earth pressure, which could result in wall movement. No water flooding techniques should be used in the compaction of backfill. SUBSURFACE DRAINAGE The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested method of installing this system. The perimeter drain shall discharge at a daylight location a minimum of 15 -feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should perform routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems. Water accumulation around November13, 2018 Subsurface Investigation Sean O'Brien Colorado Geoscience and Design, Inc. Report No. 18-649 foundation elements is the major cause of foundation stress, therefore proper installation of the perimeter drain is very important. SURFACE DRAINAGE The backfill soil around the foundations should be moistened and well -compacted in 12 - inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed. Site grading is critical. A simple means of reducing moisture change to prevent water infiltration into the soil is to slope the ground away from the foundation. For proper drainage, a slope of 10% (1' in 10') away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-0". The property owner should inspect the area around the foundation regularly particularly after rainstorms to determine if proper drainage away from the structure has been maintained. The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Roof drainage should include gutters, downspouts, extensions, and splash blocks. Down spouts must discharge onto concrete splash blocks or into metal gutter extensions at least 6 foot away from the foundation walls and beyond any backfill zones directing water away from the foundation. The owners should be cautioned regarding the installation of a lawn adjacent to the foundation walls. Lawn irrigation must be more than five feet (5) from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants should not be planted within five feet (5) of the foundation walls. We recommend providing decorative gravel or bark around the foundations, as shown in Foundation Grading Detail 2. This method will prevent ponding of water and provide for proper drainage from the foundations. Non -woven geo textile fabric can be placed under the mulch to reduce weed growth and still allow some evaporation of soil moisture. Sprinkler heads and emitters should not be located or spray within 5 feet of the foundation or patio slabs and beyond backfill zones. Plantings near the foundations should not trap surface runoff. Furthermore, sidewalks or low-water consumption groundcover are recommended to further reduce the risk of water infiltration near the foundation walls. All pressurized irrigation lines and valve boxes should be located at least 10 feet from the foundation or patio slabs. Buried rain gutter discharge pipes are not recommended because of often undetected seepage problems caused by clogging, crushing and adverse grading of the pipes. Similarly, infiltration basins are not recommended adjacent to or upgrade of adjacent structures. If detention is required by statute, infiltration basins should be located down gradient and at least 30 feet from foundations. Novemberl3, 2018 6 Subsurface Investigation Sean O'Brien Colorado Geoscience and Design, Inc. Report No, 18-649 Changes in site grading by landscapers or property owners can have damaging effects on foundations and concrete basement and garage slabs -on -grade. It is the property owner's responsibility to control water and maintain the site to prevent infiltration near foundations. Additionally, it is the property owner's responsibility to maintain downspouts and buried sprinkler system conduits. 1 FOUNDATION EXCAVATION _ _____ _ _ I Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched per OSHA excavation requirements. Spoils from the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. It is the owner/contractor responsibility to be familiar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR Part 1926, or the appropriate foundation chapters of the International Building Code prior to construction. RADON GAS Most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended level of 4 PicoCuries per liter of air (pCill). Results of a 1987- 1988 EPA -supported radon study for Colorado indicated that granitic rocks, in particular, generally have elevated levels of uranium. Radon tends to accumulate in poorly ventilated areas below ground level and can accumulate in above grade construction as well. Providing increased ventilation of basements and crawl spaces and sealing of the joints can mitigate build-up of radon gas. This mitigation is best implemented during the design and construction phase of the residence. The Colorado Geologic Survey and the U.S. EPA are both good sources for additional information regarding radon. GENERAL INFORMATION Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location. Permitting work will be required to obtain any local and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction. November13, 2018 7 Subsurface Investigation Sean O'Brien Colorado Geoscience and Oesign, Inc. Report No. 18-649 A qualified contractor experienced with similar projects should carry out the construction of this project. The construction process should be carefully observed and documented to ensure the construction is performed in accordance with the design drawings and technical specifications. In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession. The engineering services performed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. November13, 2018 8 PROPERTY LINE 46' GARAGE I DRIVEWAY HOUSE WEST 35TH AVENUE LEGEND ®SOIL PROFILE TEST PIT AFOUNDATION SOIL TEST BORING QPERCOLATION TEST HOLE ❑ SOIL PROFILE HOLE SITE MAP ALL LOCATIONS SHOWN ARE BASED ON SPECIFIC INFORMIATION FURNISM BY OMM OR EMAMES MADE IN THE HELD BY COLORADO CEDSCIENCE PERSONNEL THE LOCATIONS. EMSTANCES, DMIECTIONS. ETC. ARE NOT THE RESULT OF A PROPERTY SURVEY Colorado BUT ARE APPROXIMATIONS ANO ARE NOT WARRANTED To K EMACT, IT IS TTiE Ort R/eua DER 5 RESPIDIM LITY TO DEME PROPERTY BOUFwARIEs ETVStNTE ALL ON—SITE BIPROVEMIENTS GeoWence do Design.Inc. ARE LOCATED VATNMV At PLATTED SITE AND OUT OF ►.aomcrPRAWNW^MOMA INAPPROPRIATE EASEMENT& ALL DISTANCES ARE TO BE 10WIW remeFlOMMI HNF PRIOR TO MAVATMkt. SEAN O'BRIEN SITE LOCATION 3505 DEPEW STREET JEFFERSON COUNTY COLORADO 1"=40' 18-649 FIG. 1 Colorado Geoscience and Design, Inc. PROJECT: Subsurface Investigation JOB NO: 18-649 CLIENT: Sean O'Brien LOCATION.3505 Depew Street, Jefferson County Colorado Log of Test Holes DRILLING METHOD: 4" Continuous Flight Auger 100 EI, 100 � 100 Clay, sandy, very stiff, moist, brown El. 99 Clay, sandy, dy, very stiff, moist, brown 17/12 —96 96- 18112 92 3a/12 Claystone, very moist to Claystone, slightly sandy to 92 saturated, gray rust brown very sandy, moist to saturated, rust brown to 50112 reddish brown Claystone, slightly sandy to very sandy, moist to saturated, rust brown to 88 reddish brown 88 50/10 LL c � w 84 84 o M -80 41112 80- 44/12 -7676— 72 72 Notes: Where Applicable -- 1, xty indicates that'Y number of blows of a 140 -pound hammer falling 30 a: s Indicates ground water encountered during the drilling operation. inches are required to drive a 2 -inch diameter sampler "y" number of inches. b. Indicates ground water encountered after 24 hours. 11 ,7.. 2. Indicates depth at which soil samples were taken, C. Indicates auger refusal. d. Indicates caving. Figure 2 + +8 J +6 J W +4 L N O +2 O z P_ Q O w Q -2 v o W J -4 a O N Z -6 O V -8 Water added to sample SWELL - CONSOLIDATION TESTS SwelllConsolidation urxder pressure due to wetting 100 300 1M 3M 5M 10M 20,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 3' Soil Description: Clay, sandy, very stiff, moist, brown Nor— Swell/Consolidation Ruder pressure due to w ing MEMO!!! Magill Water added ■■nnn�■■mm ■■ 28,000 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 8' Soil Description: Cla stone very moist to saturatedgray rust brown JOB NO. 18-649 FIGURE 3 n n SWELL - CONSOLIDATION TESTS Sweii/Consolidation udder + +8 pressure due to wetting +6 LLI +4 N 0 p� +2 O Z 0 O W ,Q -2 U W J -4 LLI IL N z -6 Q -8 Water added to sample LL ME I I I I I I I La 100 300 1 M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 2 Depth 19' Soil Description: Claystone, slightly sandy to very sandy, moist to saturated, rust brown to reddish brown JO® NO. 18-649 FIGURE 3 CD N SpA 2 E 0 0 tm L .2 1-2 9 C i > c E o -t! - 'a E LM e O ac co m w co V; V 15 10 2 5 2 U 5252' rN co co r 0 V 9 O d � 0 IT d 7 9 co 0 04 (V N O rco E T- — CC o CW5 W LO a cc at 0 r- Cl a) ll� OD Lf) Ul) to (D in c 0. CM 4b ccco Cf) 0) v 3Q T 0 0 C) Q co C14 w N N 0 U3 tv) ODIT N 0) CD T- Z (14 APPENDIX Important Information About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the performance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations for design and construction. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must determine the level of risk they are willing to accept for the proposed construction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc. in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of local geotechnical practices is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance. If the construction occurs one or more years after issuance of the report, the owner and/or client should contact our firm to determine if additional investigation or revised recommendations would be advisable. Geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock. Geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. As stated in the Subsurface Investigation, when the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high. Pagel of 3 Table 1 presents the relative classification criteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure. Swell Potential Chart The swell potential classifications are based on the percentage of swell for samples placed on swell/consolidation machines under a surcharge of 1000 pounds per square foot. The relative swell classification can be correlated to potential slab damage as follows: Low - minor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and furnace plenum closure. .High to Very High - large slab cracking and differential movement, closed voids, closed furnace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several firms in the Denver metropolitan area and are not limited to the relative swell classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering. It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: • Soil and bedrock type and variability • Stratigraphy • Groundwater depth and anticipated post -construction moisture conditions. • Surface water drainage and features • Post -construction landscaping and irrigation • Construction details and proposed use • Local experience Page 2 of 3 Post-construction landscaping and owner maintenance will greatly affect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre-constructed water content. Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. Therefore, post- construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchaser also should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Page 3 of 3 BRACE WALLS, TOP & BOT., PRIOR TO BACKFILLING --- CONCRETE GRADE BEAM FLOOR SLAB EXPANSION JOINT 4" MIN, WELL SLOPED - 12" PER � ' 0 FT. MIN. D Off• e,.%Q. Sio.`�•o �d p��'y�� gyp• p•.�:i�1•b�Q� NOT DIKE WATH OR EDGING TOP 12" OF WELL -COMPACTED BACKFILL ODERATELY COMPACTED ACKFI LL PMYETHYLENE GLUED TO WALL AND EXTENDED ALONG THE BOTTOM OF THE EXCAVATION. 5# BUILDING FELT 3/4" TO 1 1/2" CLEAN GRAVEL 4" DIAMETER PERFORATED PIPE. SLOPE DRAIN PIPE 1/8" PER FOOT TO 12" MIN. DAYLIGHT, OR TO A SUMP PIT. IF TO DAYLIGHT, COVER END WITH SCREEN, BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT" ADJACENT TO FOUNDATION WALLS. CAUTION: I I' DO NOT DIKE OR IMPEDE THE -FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLASH BLOCKS OR LONG EXTENSIONS. DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS {FOR FOOTING FOUNDATION) FOUNDATION GRADING DETAIL 4'-0" MINIMUM I'IDECORATIVE GRAVEL /---OR BARK AREA. I I I I -6FOUNDATION I I I I I I I I 1 i JUIL IU BE SLOPED AWAY FOUNDATION. WALL FROM NOTE: 1. PROVIDE A MINIMUM SLOPE OF G" IN THE FIRST 10'-0" FROM HOUSE (10%). Z DOWNSPOUTS AND EXTENSIONS SHOULD EXTENDED 5'-0" BEYOND THE FOUNDATION. GRADE DETAIL 2 Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address:Zoning: C Lot Size: 5 01 t;e; pI0t sq. ft. Lot Width: _ T Property in the floo plain? _�� If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: C -h r, e n S Lk_p 6- Any conflict? (Y/N) t�i Related Cases: M S - ► -1 - C, -1 Type of project (applicable survey conditions in parenthesis): CO:At permit, we need: Survey at foundation: Survey prior to ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) if w/in 2' of setback ( RS) New ILC and site plan yes ND) if in floodplain (FLD) Maximum Lot Coverage: WCC % Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing 7Z sq. ft Lot Coverage % 2- 3G '2,. � sq. ft. ZZ} 1. Z PU P\0.A- Proposed Improvements (footprints): C }fA I House/addition: �t� sq. ft. Ln tcy Shed: sq. ft Detached Garage: sq. ft. C0.�c� Other: _ Z oc fc� sq. ft. Yl Ct Inc. Proposed+Existing Lot Coverage 1_ 3 �_j % Required Setbacks: FR 2,61 S[) S R r, , tS LCLnI.LL' Q(? sq. ft IG(;,8 �G.SVq.1C C 1 9 % 4� Provided Setbacks: FR M S""7 -I,, S �2�� R 1 - L') Z 41 Cc'cxl.. fsCc I . L�1�i� �.nC'.(MLCYUYU'-oi For additions or new construction, is the structure it in feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: Sb ft. 6'9c,,o_cp Maximum Size: Z302—S' sq. ft. Proposed Height: LT ' � 2 ft. ly 11513Proposed Size: IS) co sq. ft. Does the bulk plane apply?(Y� ) ` o� vtcA. rz� ° t-cn cLA v Z' (0-111cL,�)cb U If yes, does it meet on all sides (Y/N): FR .J S _ S_ R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -1C and R-3) we rc..uhm-t-) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amountAD& Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? Construction of new roads ❑ Platting of new lots New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing L3 Curb ❑ Ger L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, s eetscape construe or fees -in -lieu will be required. 1 n p► MULTIFAMILY—Does the frontage meet current city standards? C-Au�u_'ICL_�W_e_^C( 7 If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. _SLB S I P 0-t I-du)C;1 Accgs Conditions (apply to all new driveways, garages, additions, or new homes/units) J or one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. n residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. J l F r all uses, one access point per property is permitted. n,scaping Conditions (apply to additions and new dwelling units) For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lotwidth of driveway 70 = (round up for required trees) Street trees required: _� Street trees provided: 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit 0 Not approved as an independent dwelling unit. &t c) �'u R_ CW- o i prCA,�'d - A9 C 0 2019002890 1/11/2019 8:32 AM PGS 20 $108.00 DF $0.00 Electronically Recorded Jefferson County, CC George P Stem. Clerk and Recorder TD1000 N SUBDIVISION IMPROVEMENT AGREEMENT THIS AGREEMENT made this M of U_ (the "Effective Date") by and between the CITY OF WHEAT RIDGE, COLORADO, a home rule municipal corporation (the "City"), and Sean O'Brien, (the "Developer"), together referred to as the "Parties." RECITALS: A. The Developer is the owner of certain real property located in the City of Wheat Ridge, which is more particularly described in Exhibit A and made a part hereof (the "Property"), commonly known as O'Brien Subdivision. B. On _,..la.► &Agiu U1 the City of Wheat Ridge approved the final plat for the Property titl O'Brien Subdivision. A copy of the Final Plat is attached hereto as Exhibit B and incorporated herein. C. The approvals cited above are contingent upon the express condition that all duties created by this Agreement be faithfully performed by the Developer. AGREEMENT NOW, therefore, for and in consideration of the mutual promises and covenants contained herein, the sufficiency of which are mutually acknowledged, the Parties hereto agree as follows: 1. Purpose. The purpose of this Agreement is to set forth the terms, conditions, and fees to be paid by the Developer upon subdivision of the Property. All conditions contained herein are in addition to any and all requirements of the City of Wheat Ridge Subdivision Ordinance and Zoning Ordinance, the City of Wheat Ridge Charter, any and all state statutes, and any other sections of the City of Wheat Ridge Municipal Code and are not intended to supersede any requirements contained therein. 2. Related City Agreements and Approvals. The Property will be subject to future review and approval of site plan(s), civil construction documents, right-of-way permit application(s), and building permit application(s). Through such approvals, the City will review and approve the final design any development and Public Improvements related thereto. This Agreement is based on information available at the time of approval of the Final Plat and shall not constitute approval of the Public Improvement designs. 3. Fees. The Developer hereby agrees to pay City Development Review fees to the City for engineering, hydrological, surveying, legal, and other services rendered in connection with the review of the subdivision of the Property. 4. Parkland dedication fee -in lieu. Fees in lieu of land dedication shall be calculated pursuant to the formula in Section 26-413 and shall be paid at the time of plat recordation in the amount of $2,497.29. 5. Title Policy. Prior to recording of the Final Plat, a title commitment for all those portions of the Properly, as well as any other interests in real property (easements, etc.) to be reserved for public purposes or dedicated to the City shall be provided to the City. The title commitment shall show that all such property is or shall be, subsequent to the execution and recording of this Agreement, free and clear of all liens and encumbrances (other than real estate taxes which are not yet due and payable) which would make the dedication or reservation unacceptable as the City determines in its reasonable discretion. The City, in its sole discretion, may accept any dedication regardless of encumbrances. The title policy evidenced by the title commitment shall be provided within thirty (30) days after the recording of this Agreement, in an amount equal to the fair market value of the property so dedicated or reserved. 6. Breach by the Developer; the City's Remedies. In the event of a breach of any of the terms and conditions of this Agreement by the Developer, the City Council shall be notified immediately and the City may take such action as permitted and/or authorized by law, this Agreement, or the ordinances and Charter of the City as the City deems necessary to protect the public health, safety and welfare; to protect lot buyers and builders; and to protect the citizens of the City from hardship and undue risk. These remedies include, but are not limited to: (a) The refusal to issue any building permit or certificate of occupancy; (b) The revocation of any building permit previously issued under which construction directly related to such building permit has not commenced, except a building permit previously issued to a third party, (c) A demand that the security given for the completion of the Public Improvements be paid or honored, or (d) Any other remedy available at law or in equity. Unless necessary to protect the immediate health, safety and welfare of the City or to protect the City's interest with regard to security given for the completion of the Public Improvements, the City shall provide the Developer thirty (30) days written notice of its intent to take any action under this paragraph during which thirty day period the Developer may cure the breach described in the notice. 7. Installation of Public Improvements. All storm sewer lines, drainage structures, paved streets, curb, gutter, sidewalk, amenity zones, street and pedestrian lighting, shared access drives, the undergrounding of all overhead utilities, and necessary appurtenances as shown on the subdivision plat and the associated construction documents (the "Public Improvements" or "Improvements") as approved by the City's Director of Public Works or designee ("Director"), shall be installed and completed at the expense of the Developer within the timeframes set forth in Section 10 of this Agreement. 2 The itemized costs of the Public Improvements required by this Agreement and shown on the construction documents approved by the Director are set forth on Exhibit C. All Public Improvements covered by this Agreement shall be made in accordance with the construction documents drawn according to regulations and construction standards for such improvement and approved by the Director. It is understood by the Parties that the description of the Public Improvements may be general in nature, and that reasonable modifications of the scope, nature, costs, and similar aspects of the Public Improvements may be necessary to secure final approval of the Public Improvements. The quantities and locations for the Public Improvements are based on information that was available at the time of approval of the Final Plat. Additional Public Improvements may be required, and Developer shall be responsible for submitting construction documents for review of all Public Improvements and/or revisions to the Final Plat approved by the City. The Public Improvements shall be substantially complete, with only such exceptions as shall be approved in advance by the Director in the exercise of his or her sole discretion, prior to the issuance of the any Building Permit. 8. Warranty of Public Improvements. The Developer shall warrant any and all Public Improvements which are conveyed to the City pursuant to this Agreement for a period of two (2) years from the date the Director certifies that the same conforms to the specifications approved by the City (the "Warranty Period"). Specifically, but not by way of limitation, the Developer shall warrant the following: (a) That the title conveyed shall be marketable and its transfer rightful; (b) Any and all Public Improvements conveyed shall be free from any security interest or other lien or encumbrance; and (c) Any and all Public Improvements so conveyed shall be free of defects in materials or workmanship for a period of two (2) years as stated above; and (d) To the degree the Developer is required to install and maintain landscaping on public or private property, it is the obligation of Developer and its successors and assigns, to maintain the required landscaping in perpetuity. The City will finally accept for maintenance all Public Improvements, exclusive of landscaping materials, after the two-year Warranty Period has expired provided all warranty work has been completed. The City shall accept for snow removal purposes only, all dedicated public streets after the City issues the first certificate of occupancy. 8. Fees -In -Lieu of Installation. In addition to the installation of Public Improvements required by Section 7 and detailed in Exhibit C, the Developer shall also be responsible for paying fees -in -lieu of installation of Public Improvements on W. 35th Avenue, specifically for attached sidewalk, curb, gutter, and an east facing directional 3 ramp on W. 35th Avenue (Exhibit D). t=ees in the amount of $4,434 shall be paid at the time of plat recordation. 9. Observation, Inspection and Testing. The City shall have the right to require reasonable engineering observations and testing at the Developer's expense. Observation and testing, acquiescence in, or approval by any engineering inspector of the construction of physical facilities at any particular time shall not constitute the approval by the City of any portion of the construction of such Public Improvements. Such approval shall be made by the City, only after completion of construction and in the manner hereinafter set forth. The Director is designated by the City to exercise authority on its behalf under this Agreement and to see that this Agreement is performed according to its terms. Work under this Agreement may, without cost or claim against the City, be suspended by the Director for substantial cause. The Director shall, within a reasonable time after presentation, make decisions in writing on all claims of Developer and on all other matters relating to the execution and progress of the work or the interpretation of this Agreement, the master plan and specifications. All such decisions of the Director shall be final. The Director shall make all determinations of amounts and quantities of work performed hereunder. To assist him in this work Developer shall make available for inspection any records kept by Developer. The Director shall make all determinations of amounts and quantities of work performed hereunder. To assist him in this work Developer shall make available for inspection any records kept by Developer. The Director and his authorized representatives shall have free access to the work at all times, and Developer shall furnish them with facilities for ascertaining whether the work being performed, or the work which has been completed, is in accordance with the requirements of the Agreement. The Director will make periodic observations of construction (sometimes commonly referred to as "supervision"). The purpose of these observations and construction checking is to determine the progress of the work and to see if the work is being performed in accordance with the plans and specifications. He will in no way be responsible for how the work is performed, safety in, on, or about the job site, methods of performance, or timeliness in the performance of the work. Inspectors may be appointed to inspect materials used and work done. Inspections may extend to all or any part of the work and to the preparation or manufacture of the materials to be used. The inspectors will not be authorized to alter the provisions of this Agreement or any specifications or to act as foreman for Developer. The Inspector will have authority to reject defective materials and to 4 suspend any work that is being done improperly, subject to the final decision of the Director. 10. Completion of Public Improvements. The obligations of the Developer provided for in Section 7 of this Agreement and Exhibit C, including the inspections hereof, within two years of the Effective Date of this Agreement, and proper application for acceptance of the Public Improvements shall be made on or before such date. Upon completion of construction by the Developer of such Improvements, the Director, shall inspect the Improvements and certify with specificity its conformity or lack thereof to the City's specifications. The Developer shall make all corrections necessary to bring the Improvements into conformity with the City's specifications. Once approved by the Director, the City shall accept said Improvements upon conveyance; provided, however, the City shall not be obligated to accept the Public Improvements until the actual costs described in this Agreement are paid in full by the Developer. 11, Protection. Developer, at its expense, shall continuously maintain adequate protection of all Improvements from damage prior to acceptance by the City and shall protect the City's property from injury and loss arising in connection with this Agreement. Developer shall make good any such damage, injury or loss except such as may be caused directly by authorized agents or employees of the City. Developer shall adequately protect adjacent property and shall provide and maintain all passageways, guard fences, lights and other facilities for protection required by public authority or local conditions. Developer shall be responsible for damage to any public and private property on and adjacent to the site of Developer's Improvements caused by negligent or willful acts of Developer, its agents or subcontractors. Developer shall take all reasonable effort necessary to prevent damage to pipes, conduits, and other underground structures and to overhead wires, and to water quality. Developer shall protect carefully from disturbance or damage all land monuments and property marks until an authorized agent of the City has witnessed or otherwise referenced their location, and shall not remove them until directed. When any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect or misconduct in the construction of Improvements, or in consequence of the non -execution thereof on his part, such damaged property shall be restored by Developer at its own expense to a condition similar or equal to that existing before such damage or injury. Developer shall at all times, whether or not so specifically directed by the Director, take necessary precautions to insure the protection of the public. Developer shall furnish, erect and maintain, at its own expense, all necessary barricades, suitable and sufficient red lights, construction signs, provide a sufficient number of watchmen, and take all necessary precautions for the protection of the work and safety of the public through or around the Property's construction operations as Developer and the Director shall deem reasonably necessary. 12. Related Costs - Public Improvements. The Developer shall provide all necessary engineering designs, surveys, field surveys, testing and incidental services 5 related to the construction of the Public Improvements at its sole cost and expense, including final drainage study letter certified accurate by a professional engineer registered in the State of Colorado. 13. Improvements to be the Property of the City. All Public Improvements for roads, concrete curb and gutters, public storm sewers and public drainage improvements accepted by the City shall be dedicated to the City and warranted for a period of twenty-four (24) months following acceptance by the City, as provided above. 14. Performance Guarantee for Public Improvements. In order to secure the construction and installation of the Public Improvements the Developer shall, within ninety (90) days after the execution of this Agreement, furnish the City, at the Developer's expense, with the Performance Guarantee described herein. The Performance Guarantee provided by the Developer shall be a certified cashier's check payable to the City of Wheat Ridge (the "Performance Guarantee'), which the City will negotiate and the proceeds of which the City will hold in escrow, in the amount of one hundred twenty-five percent (125%) of the estimated costs of the Public Improvements to be constructed and installed as set forth in Exhibit C, to secure the performance and completion of the Public Improvements as required by Section 26- 418 Security for Required Improvements, of the Wheat Ridge Subdivision Regulations. The Developer agrees that approval of this Agreement by the City is contingent upon the Developer's provision of the Performance Guarantee. f=ailure of the Developer to provide this Performance Guarantee to the City in the manner provided herein shall negate the City's approval of this Agreement. The Developer shall not start any construction of any public or private improvement on the Property including, but not limited to, staking, earthwork, overlot grading or the erection of any structure, temporary or otherwise, until the City has received and approved the Performance Guarantee. Notwithstanding the foregoing, the Developer may obtain the appropriate permits and commence demolition and/or remediation of the Property prior to the City's receipt and approval of the Performance Guarantee. The estimated costs of the Public Improvements shall be a figure mutually agreed upon by the Developer and the Director, as set forth in Exhibit C if applicable. If, however, they are unable to agree, the Director's estimate shall govern after giving consideration to information provided by the Developer including, but not limited to, construction contracts and engineering estimates. The purpose of the cost estimate is solely to determine the amount of security. No representations are made as to the accuracy of these estimates, and the Developer agrees to pay the actual costs of all such Public Improvements. The estimated costs of the Public Improvements may increase in the future. Accordingly, the City reserves the right to review and adjust the cost estimate on an annual basis. If the City adjusts the cost estimate for the Public Improvements, the City shall give written notice to the Developer. The Developer shall, within thirty (30) days after receipt of said written notice, provide the City with a new or amended letter of credit in the amount of the adjusted cost estimates. If the Developer refuses or fails to R so provide the City with a new or amended Performance Guarantee, the City may exercise the remedies provided for in this Agreement; provided, however, that prior to increasing the amount. of additional security required, the City shall give credit to the Developer for all required Public Improvements which have actually been completed so that the amount of security required at all time shall relate to the cost of required Public Improvements not yet constructed. In the event the Public Improvements are not constructed or completed within the period of time specked by Section 10 of this Agreement or a written extension of time mutually agreed upon by the Parties to this Agreement, the City may draw on the Performance Guarantee to complete the Public Improvements called for in this Agreement. Funds may be spent to finish Public Improvements or correct defects with the Public Improvements as the City deems appropriate. The Performance Guarantee will be retained in full in escrow by the City until all Public Improvements are completed and accepted by the City. Upon completion of performance of such improvements, conditions and requirements within the required time, the Developer shall issue an irrevocable letter of credit to the City and in a form acceptable to the City or shall issue a certified cashier's check made payable to the City of Wheat Ridge which the City will hold in escrow in the amount of twenty-five percent (25%) of the total cost of construction and installation of the Public Improvements (including the cost of landscaping), to be held by the City during the warranty period described in Section 7. If the Public Improvements require repair or replacement during the warranty period and the Developer fails to complete said repairs or replacement prior to the end of the warranty period, the City may draw on the letter of credit to make required repairs or replacements to the Improvements. 15. Indemnification. The Developer shall indemnify and hold harmless the City and its officers, employees, agents or servants from any and all suits, actions, and claims of every nature and description caused by, arising from or on account of this Agreement any act or omission of the Developer, or of any other person or entity for whose act or omission the Developer is liable, with respect to the Public Improvements; and the Developer shall pay any and all judgments rendered against the City as a result of any suit, action, or claim, together with all reasonable expenses and attorney's fees and costs incurred by the City in defending any such suit, action or claim. The Developer shall pay all property taxes due on any portion of the Property dedicated to the City and shall indemnify and hold harmless the City for any property tax liability in connection therewith. 16. Waiver of Defects. In executing this Agreement, the Developer waives all objections it may have concerning defects, if any, in the formalities whereby it is executed, or concerning the power of the City to impose conditions on the Developer as set forth herein, and concerning the procedure, substance, and form of the ordinances or resolutions adopting this Agreement. 7 17. Third Party Beneficiaries. There are and shall be no third party beneficiaries to this Agreement. 18. Modifications. This instrument embodies the whole agreement of the Parties. There are no promises, terms, conditions, or obligations other than those contained herein; and this Agreement shall supersede all previous communications, representations, or agreements, either verbal or written, between the Parties. There shall be no modification of this Agreement except in writing, executed with the same formalities as this instrument. Subject to the conditions precedent herein, this Agreement may be enforced in any court of competent jurisdiction. 19. Release of Liability. It is expressly understood that the City cannot be legally bound by the representations of any of its agents or their designees except in accordance with the City of Wheat Ridge Code of Ordinances and the laws of the State of Colorado. 20. Captions. The captions to this Agreement are inserted only for the purpose of convenient reference and in no way define, limit, or prescribe the scope or intent of this Agreement or any part thereof. 21. Binding Effect, This Agreement shall be binding upon and inure to the benefit of the Parties hereto and their respective heirs, successors, and assigns as the case may be. 22. No Waiver. No waiver of any of the provisions of this Agreement shall be deemed or constitute a waiver of any other provisions herein, nor shall such waiver constitute a continuing waiver unless otherwise expressly provided, nor shall the waiver of any default hereunder be deemed a waiver of any subsequent default hereunder. 23. Invalid Provision. If any provision of this Agreement shall be determined to be void by any court of competent jurisdiction, then such determination shall not affect any other provision hereof, all of the other provisions shall remain in full force and effect. It is the intention of the Parties that if any provision of this Agreement is capable of two constructions, one of which would render the provision void, and the other which would render the provision valid, then the provision shall have the meaning which renders it valid. 24. Goveming Law. The laws of the State of Colorado shall govern the validity, performance and enforcement of this Agreement. Should either party institute legal suit or action for enforcement of any obligation contained herein, venue of such suit or action shall be in Jefferson County, Colorado. 25. Attorneys Fees. Should this Agreement become the subject of litigation to resolve a claim of default of performance or payment by the Developer and a court of competent jurisdiction finds in favor of the City, the Developer shall pay the City's attorney's fees and court costs. H. 26. Notice. All notices required under this Agreement shall be in writing and shall be hand delivered or sent by registered or certified mail, return receipt requested, postage prepaid, to the addresses of the Parties herein set forth. All notices so given shall be considered effective seventy-two (72) hours after deposit in the United States mail with the proper address as set forth below. Either Party by notice so given may change the address to which future notices shall be sent. Notice to Developer: • Notice to City: Director of Public Works 7500 West 29th Avenue Wheat Ridge, CO 80033 City Attorney 7500 West 29"' Avenue Wheat Ridge, CO 80033 27. Force Maieure. Whenever the Developer is required to complete the construction, repair, or replacement of Public Improvements by an agreed deadline, the Developer shall be entitled to an extension of time equal to a delay in completing the foregoing due to unforeseeable causes beyond the control and without the fault or negligence of the Developer including, but not restricted to, acts of God, weather, fires and strikes. 28. Assignment or Assignments. There shall be no transfer or assignment of any of the rights or obligations of the Developer under this Agreement without the prior written approval of the City. 29. Recording of Agreement. This Agreement shall be recorded in the real estate records of Jefferson County and shall be a covenant running with the Property in order to put prospective purchases or other interested parties on notice as to the terms and provisions hereof. 30. Title and Authority. The Developer expressly warrants and represents to the City that it is the record owner of the property constituting the Property and further represents and warrants, together with the undersigned individual(s) that the undersigned individual(s) has or have full power and authority to enter into this Subdivision Improvement Agreement. The Developer and the undersigned individual(s) understand that the City is relying on such representations and warranties in entering into this Agreement. N WHEREFORE, the Parties hereto have executed this Agreement on the day and year first above written. [Remainder of Page Intentionally Left Blank] 10 ATTEST: "17 CITY OF WHEAT RIDGE, COLORADO e By: x Bud Starker, Mayor 11 DEVELOPER By: 09;111— Sean O'Brien, Property Owner STATE OF COLORADO ) SS. COUNTY OF The foregoing instrument was acknowledged before me this W *4,_ day of 200 , by J! ectin as of Witness my hand and official seal. My commission expires: ,Q Ar. ;7 .._._...-. NOTARY R P 1$L1C�� STATE ()F CtY1,0RADO IL}MARY iii 201640198 i LY C�MMIS SK)N !~)�I ES APRIL 22, 2020 (SEAL) 12 Notary Public EXHIBIT A Legal Description of Developer Property LOTS I AND 2 OF THE O'BRIEN SUBDIVISION, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, 13 EXHIBIT B Final Plat (see attached) 14 t< Ll]x3s s g 9 R l ll3ll15 lHYJ man ovn� N � O fl 3� & (� 0 ® �Z7 i EXHIBIT C Cost Estimate for Public Improvements (see attached) 15 3505 Depew St. Engineer's Opinion of Probable Cost for Public Improvements Date:11/9/18 By: MJW Item Description jQuanti Unit I Unit Cost litem Cost Excavation & Embankment 1 Rough Grade, 9' Wide 23915Y $7.01 $1,675.39 Fine Grade. 9' Wide 239 SY $1.43 $341.77 Reconditioning 2 Recon & Proofroll, 9' 1 239 SY 1 $2.30 $549.70 Sidewalk 3 6" Walk, 5' wide 120 SY $43.02 $5,162.40 &Gutter 4 r6urb " Curb & Gutter 239 LF $20.64 $4,932.96 Subtotal $12,662.22 Cost/Foot (239 LF) $52.98 Curb Ramp 5 Type 4A 1 EA $2,085.38 $2,085.38 Signage 6 Relocate Stop Sign 1 EA $500.00 $500.00 7 HMA Asphalt Patching 53 SY $69.84 $3,701.52 8 ITraffic CONtrol 111-S $2,500.00 $2,500.00 SubTotal Cost: $21,449.12 25% Contignecy $5,362.28 Total Cost: $26,811.40 EXHIBIT D Location of Public Improvements vs. Fees -in -Lieu (see attached) 16 _ = -- jai=_ W. 35TH AVE.. b ® — `e Job: O'Brien Residence, 3547 i ... Load Short Form E Date: Apr 05, 2019 Enser Consulting, LLC Entire House By. Enser Consulting, LLC (303) 72 5-88 36 info@EC-Denver.com For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO Htg Clg Infiltration Outside db (°F) 1 92 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 70 17 Fireplaces 1 (Semi -tight) Daily range - H Inside humidity (%) 50 50 Moisture difference (gr/Ib) 62 -36 HEATING EQUIPMENT Area Make n/a Clg load HtgAVF Trade n/a (ft2) Model n/a (Btuh) (cfm) AHRI ref. n/a 1 st Floor System d 2370 Efficiency n/a 595 Heating input n/a 2090 Heating output 0 Btuh Temperature rise 0 °F Actual airflow 0 ckn Air flow factor 0 cfrn/Btuh Static pressure 0 in H2O Space thermostat n/a in H2O COOLING EQUIPMENT Area Make n/a Clg load HtgAVF Trade n/a (ft2) Cond n/a (Btuh) (cfm) Coil n/a 1 st Floor System d 2370 AHRI ref. n/a 11494 595 Efficiency n/a 2090 Sensible cooling 0 Btuh Latentcooling 0 Btuh Total cooling 0 Btuh Actual airflow 0 cfm Air flow factor 0 cfmBtuh Stafic pressure 0 in H2O Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 1 st Floor System d 2370 24651 11494 595 770 2nd/3rd FI Syst. d 2090 22912 12838 630 965 Entire House d 4459 47563 23798 1225 1735 Other equip loads 11190 2689 Equip. @ 1.00 RSM 26487 Latent cooling 0 Tl1TA1 C 1 AAC[] Co7C'] 7CA07 '1 f7C 47')C Calculations approved byACCAto meet all requirements of Manual J 8th Ed b + - wrightsoft, 2019 -Apr -1514:40:25 Uponor System Design Software 19.0.04 RSU06034 Page 1 n Residence, 3547 Depew St, Wheat Ridge, CO.rup Calc = MJ8 Front Door faces: E © Load Short Form Job: OBrien Re: —once, 3547... Date: Apr 05, 2019 1st Floor System By. Enser Consulting, LLC Enser Consulting, LLC (30 3) 72 5-88 36 info@EC-Denver.com For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO Htg Clg Infiltration Outside db (°F) 1 92 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 70 17 Fireplaces 1 (Semi -tight) Daily range - H Inside humidity (%) 50 50 Moisture difference (grAb) 62 -36 Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 96.5 AFUE HEATING EQUIPMENT Make Carrier Trade Carrier Performance 96 Two-Sta... Model 59TP6A040E141110 AHRI ref 7126199 Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 96.5 AFUE COOLING EQUIPMENT 40000 Btuh 34350 Btuh 64 °F 595 clm 0.024 cfmBtuh 0.70 in H2O Efficiency Sensible cooling Latent cooling Total cooling Actual airflow Air flow factor Static pressure Load sensible heat ratio 12.5 EER, 15.5 SEER 14178 COOLING EQUIPMENT Make Carrier Trade CARRIER Cond 24ACC618AO0300 Coil CNPHP3017ALA+59TP6A040E14-10 AHRI ref 9178175 Efficiency Sensible cooling Latent cooling Total cooling Actual airflow Air flow factor Static pressure Load sensible heat ratio 12.5 EER, 15.5 SEER 14178 Btuh 2502 Btuh 16680 Btuh 770 cfrn 0.067 cfmBtuh 0.70 in H2O 1.00 192 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) CIgAVF (cfm) Bath 3 69 1596 358 39 24 Bedroom 4 192 3464 2784 84 187 BR Hall 49 637 169 15 11 Crawl Space 1182 9337 657 225 44 Entry 91 1394 272 34 18 Kitchen 202 447 821 11 55 Living/Dining 413 6199 6134 150 411 Main Stairs 68 0 0 0 0 Mud 72 1577 298 38 20 r) — n n n n ,.. .- I -- - - - - Calculations approved byACCAto meet all requirements of Manual J 8th Ed. * wrightsoft, 2019 -Apr -1514:40:25 At <- 1•, .,I,. ",., Uponor System Design Software 19.0.04 RSU06034 Page 2 ACCA 9 n Residence, 3547 Depew St, Wheat Ridge, CO.rup Calc = MJS Frort Door faces: E 1 st Floor System d 2370 24651 11494 595 770 Other equip loads 5388 1295 Equip. @ 1.00 RSM 12789 Latent cooling 0 TnTAI Q 747n Cnr Calculations approved byACCA to meet all requirements of Manual J 8th Ed. g Soft" 2019 -Apr -1514:40:25 Uponor System Design Software 19004 RSU06034 wry t .�w� ,.„.. Page 3 n Residence, 3547 Depew St, Wheat Ridge, Map Calc = MJ8 Front Door faces: E Is Load Short Form Job: O'Brien Res .mance, 3547 ... Date: Apr 05, 2019 2nd(3rd FI Syst. By. Enser Consulting, LLC Enser Consulting, LLC (30 3) 725-8836 info@EC-Denver.com Project Information For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO ROOM NAME Area (ft2) Design Information HtgAVF (Cfm) CIgAVF (Cfm) Htg Clg 1374 Infiltration Outside db (°F) 1 92 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 70 17 Fireplaces 1 (Semi -tight) Daily range - H 37 20 Inside humidity (%) 50 50 113 14 Moisture difference (grrlb) 62 -36 4910 1966 HEATING EQUIPMENT 148 COOLING EQUIPMENT Make Carrier 2475 2331 Make Carrier 175 Trade Carrier Performance 96 Two-Sta... 0 Trade CARRIER 0 Model 59TP6A040E171112 Master Bath 118 Cond 24ACC624AO0300 AHRI ref 7126205 46 52 Coil CNPHP3117ALA+59TP6A040E17-12 214 1691 2156 AHRI ref 10269631 162 Efficiency 96AFUE 385 Efficiency 12.5 EER, 15.5 SEER Heating input 40000 Btuh Sensible cooling 18581 Btuh Heating output 34170 Btuh Latent cooling 3279 Btuh Temperature rise 60 °F Total cooling 21860 Btuh Actual airflow 630 cfrn Actual airflow 965 cfm Air flow factor 0.027 cfmBtuh Air flow factor 0.075 cfmBtuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) HtgAVF (Cfm) CIgAVF (Cfm) 2nd FI Strs✓Hall 155 1374 1225 38 92 3rd FI Stairs 72 0 0 0 0 Attic 359 2809 547 77 41 Bath 2 75 1328 265 37 20 Bath 4 53 517 113 14 8 Bedroom 2 213 4910 1966 135 148 Bedroom 3 176 2475 2331 68 175 Laundry 38 0 190 0 14 Master Bath 118 1672 697 46 52 Master Bedroom 214 1691 2156 47 162 Master Closet 86 385 60 11 5 5749 3290 '58 247 Rec Room 531 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ^� wrightsoft Uponor System Design Software 19.0.04 RSU06034 /4CCIA ...n Residence, 3547 Depew St, Wheat Ridge, CO.r p Calc= MJ8 FrortDoorfaces: E 2019 -Apr -15 14:40:25 Page 4 2nd/3rd FI Syst. d 2090 22912 12838 630 965 Other equip loads 5802 1394 Equip. @ 1.00 RSM 14233 Latent cooling 0 TnTAI c tenon ou71 n 4 A) 2 2 con nec Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -- wrightsoft 2019 -Apr -1514:40:25 ^' M.,•„e••„•.,.,u, •, Uponor System Design Software 19.0.04 RSU06034 Page 5 +� ...n Residence, 3547 Depew St, Wheat Ridge, CO.r p Calc= MJ8 Frort Door faces: E ®Building Analysis Enser Consulting, LLC Entire House (3 03) 725-8836 info@EC-Denver.com Project For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO Job: O'Brien Res. ..ce, 3547 ... Date: Apr 05, 2019 By. Enser Consulting, LLC Heating Component Design Conditions % of load Walls Location: 19375 Indoor: Heating Cooling Denver Intl AP, CO, US 18.9 Indoor temperature (°F) 70 75 Elevation: 5430 ft Ceilings Design TD (°F) 70 17 Latitude: 40°N 1.9 Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 61.6 -36.3 Dry bulb (°F) 1 92 Infiltration: Adjustments 0 Daily range (°F) - 28 (H ) Method Simplified 0 Wet bulb (°F) - 60 Construction quality Semi -tight Adjustments Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) Heating Component Btuh/f' Btuh % of load Walls 4.3 19375 33.0 Glazing 22.2 11103 18.9 Doors 22.2 1156 2.0 Ceilings 2.0 3240 5.5 Floors 1.9 2233 3.8 Infiltration 2.3 10456 17.8 Ducts 22.5 0 0 Piping Adjustments 0 0 Humidification 1 26487 0 0 Ventilation 11190 19.0 Adjustments 0 Total 58753 100.0 Cooling Component Btuh/ft' Btuh % of load Walls 0.7 3191 12.0 Glazing 24.6 12292 46.4 Doors 4.4 229 0.9 Ceilings 0.6 930 3.5 Floors 0.0 2 0.0 Infiltration 0.3 1205 4.5 Ducts 0 0 Ventilation 2689 10.2 Internal gains 5950 22.5 Blower 0 0 Adjustments 0 Total 1 1 26487 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.066 Btuh/ft2--°F Data entries checked. /Ventilation utner Walls /Ventilation _h Glazing\` Infilti Other Ceilings "-- Gains +* wrigFftsoft° 2019 -Apr -1514:40:25 -�° •�•• • � Uponor System Design Software 19.0.04 RSU06034 Page 1 n Residence, 3547 Depew St, Wheat Ridge, CO.rtp Calc= MJ8 Frort Door faces: E ®Building Analysis Enser Consulting, LLC 1st Floor System (303) 725-8836 info@EC-Denver.com Project For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO Location: Btuh/ft' Indoor: Denver Inti AP, CO, US Walls Indoor temperature (°F) Elevation: 5430 ft 33.3 Design TD (°F) Latitude: 40°N 5805 Relative humidity (%) Outdoor: Heating Cooling Moisture difference (grRb) Dry bulb (°F) 1 92 Infiltration: Daily range (°F) - 28 (H ) Method Wet bulb (°F) - 60 Construction quality Wind speed (mph) 15.0 7.5 Fireplaces Component Btuh/ft' Btuh % of load Walls 4.1 9993 33.3 Glazing 22.2 5805 19.3 Doors 22.2 1156 3.8 Ceilings 2.0 229 0.8 Floors 1.9 2233 7.4 Infiltration 2.3 5235 17.4 Ducts 22.4 0 0 Piping Adjustments 0 0 Humidification 12789 0 0 Ventilation 5388 17.9 Adjustments 0 Total 30039 100.0 Component Btuh/ft2 Btuh % of load Walls 0.6 1403 11.0 Glazing 24.3 6332 49.5 Doors 4.4 229 1.8 Ceilings 0.6 66 0.5 Floors 0.0 2 0.0 Infiltration 0.3 603 4.7 Ducts 0 0 Ventilation 1295 10.1 Internal gains 2860 22.4 Blower 0 0 Adjustments 0 Total 12789 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.064 Btuh/ft2-oF Data entries checked. Job: O'Brien Residence, 3547 ... Date: Apr 05, 2019 By: Enser Consulting, LLC Heating Cooling 70 75 70 17 50 50 61.6 -36.3 Simplified Semi -tight 1 (Semi -tight) Ventilation Glazing Maim Gains wrightsoftm 2019 -Apr -1514:40:25 m° Uponor System Design Software 19.0.04 RSU06034 Page 2 n Residence, 3547 Depew St, Wheat Ridge, Map Calc = MJ8 Front Door faces: E Is Building Analysis Enser Consulting, LLC 2nd/3rd FI Syst. (303)725-8836 info@EC-Denver.com Project For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO Job: O'Brien Res, ...ce, 3547 ... Date: Apr 05, 2019 By: Enser Consulting, LLC Heating Component Design Conditions % of load Walls Location: 9382 Indoor: Heating Cooling Denver Intl AP, CO, US 18.5 Indoor temperature (°F) 70 75 Elevation: 5430 ft Ceilings Design TD (°F) 70 17 Latitude: 40oN 0 Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 61.6 -36.3 Dry bulb (°F) 1 92 Infiltration: Adjustments 0 Daily range (°F) - 28 ( H ) Method Simplified 0 Wet bulb (°F) - 60 Construction quality Semi -tight Adjustments Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) Heating Component Btuh/ft2 Btuh % of load Walls 4.5 9382 32.7 Glazing 22.2 5299 18.5 Doors 0 0 0 Ceilings 2.0 3010 10.5 Floors 0 0 0 Infiltration 2.3 5221 18.2 Ducts 21.7 0 0 Piping Adjustments 0 0 Humidification 14233 0 0 Ventilation 5802 20.2 Adjustments 0 Total 28714 100.0 Cooling Component Btuh/ft' Btuh % of load Walls 0.9 1789 12.6 Glazing 27.3 6494 45.6 Doors 0 0 0 Ceilings 0.6 864 6.1 Floors 0 0 0 Infiltration 0.3 602 4.2 Ducts 0 0 Ventilation 1394 9.8 Internal gains 3090 21.7 Blower 0 0 Adjustments 0 Total 14233 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.067 Btuh/ft2--°F Data entries checked. /Ventilation dazing Ceilings Glazing Gains TT wrightsoft" 2019 -Apr -1514:40:25 Uponor System Design Software 19.0.04 RSW6034 Page 3 ACCI" ...n Residence, 3547 Depew St, Wheat Ridge, Map Calc = MJ8 Front Door faces: E ® Component Constructions Job: O'Brien Residence, 3547 ... Date: Apr 05, 2019 Enser Consulting, LLC Entire House By: Enser Consulting, LLC (303) 725-6836 info@EC-Denver.com Project• • For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO Location: 0.065 Indoor: Heating Cooling Denver Inti AP, CO, US 880 Indoor temperature (°F) 70 75 Elevation: 5430 ft 3336 Design TD (°F) 70 17 Latitude: 40°N 21.0 Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 61.6 -36.3 Dry bulb (°F) 1 92 Infiltration: 3170 0.065 Daily range (°F) - 28 ( H ) Method Simplified 2730 Wet bulb (°F) - 60 Construction quality Semi -tight 1276 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) 15.0 Construction descriptions Walls Or Area Uaralue Insul R Htg HTM Loss Clg HTM Gain ft' BtuWfti°F ft'-`F/Btuh BtuW Btuh Btuhlf? Btuh 12F-0sw: Fan wall, r-21 cav ins, 2'k6" wood fret, 16" o.c. stud n e s W all 1513-15sfc-4: Bg wall, heavy dry or light damp soil, concrete wall, r-15 ins, n 8" thk e s W all Partitions (none) Windows W U032 S035: Low -e window, U=0.32, SHGC=0.35 n e s W all W U032 S035: Low -e window, U=0.32, SHGC=0.35; 6.5 ft overhang (2 ft e window ht, 0.5 ft sep.) W U032 S035: Low -e window, U=0.32, SHGC=0.35; 8.5 ft overhang (2 ft e window ht, 0.5 ft sep.) GD U032 S035: Low -e Glass Door, U=0.32, SHGC=0.35 s Doors Door U 32: Solid Door U=0.32 e S all 1022 0.065 21.0 4.52 4616 0.86 880 738 0.065 21.0 4.52 3336 0.86 636 669 0.065 21.0 4.52 3024 0.86 577 740 0.065 21.0 4.52 3343 0.86 637 3170 0.065 21.0 4.52 14319 0.86 2730 347 0.041 15.0 3.68 1276 0.34 117 340 0.041 15.0 3.68 1251 0.34 114 347 0.041 15.0 3.68 1276 0.34 117 340 0.041 15.0 3.68 1251 0.34 114 1373 0.041 15.0 3.68 5056 0.34 462 69 0.320 0 22.2 1535 12.1 836 94 0.320 0 22.2 2085 38.4 3598 121 0.320 0 22.2 2691 19.7 2378 73 0.320 0 22.2 1612 38.4 2782 356 0.320 0 22.2 7923 26.9 9594 5 0.320 0 22.2 111 12.1 61 10 0.320 0 22.2 222 12.1 121 128 0.320 0 22.2 2847 19.7 2516 28 0.320 3.1 22.2 623 4.40 123 24 0.320 3.1 22.2 534 4.40 106 52 0.320 3.1 22.2 1156 4.40 229 t wrightsoft 2019 -Apr -1514:40:26 �.,.,*.1•,... ,-.�_•�.-•,��,,,.�, UpororSystem Design Software 19.0.04RSU06034 Pagel n Residence, 3547 Depew St, Wheat Ridge, CO.rup Calc = MJ8 Front Door faces: E Ceilings 18A-38ad: Rf/dg ceiling, asphalt shingles roof mat, fan cons, 12" thkns, r-38 ceil ins Floors 20P -30t: Ar floor, frm fir, 12" thkns, r-30 cav ins, amb ovr 21A -20t: Bg floor, heavy dry or light damp soil, 3' depth 440 0.029 38.0 2.02 887 0.— 255 1167 0.029 38.0 2.02 2353 0.58 675 all 1607 0.029 38.0 2.02 3240 0.58 930 6 0.035 30.0 2.43 15 0.28 2 1182 0.027 0 1.88 2217 0 0 wright60ft' 2019 -Apr -15 14:40:26 ^'L .... •,...,,,,.,.,.,.......•.......„ Uponor System Design Software 19.0.04 RSU06034 Page 2 .�.C� g ...n Residence, 3547 Depew St, Wheat Ridge, CO.nQ Calc = MJ8 Front Door faces: E © Component Constructions Job: O'Brien Residence, 3547... Date: Apr 05, 2019 Enser consulting, LLC 2nd(3rd F/ Syst. By: Enser Consulting, LLC (303) 725-8836 info@EC-Denver.com Project• • For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO 3asian Cnnditir Location: 0.065 Indoor: Heating Cooling Denver Intl AP, CO, US 599 Indoor temperature (°F) 70 75 Elevation: 5430 ft 1978 Design TD (°F) 70 17 Latitude: 40°N 21.0 Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 61.6 -36.3 Dry bulb (°F) 1 92 Infiltration: all 2077 0.065 Daily range (°F) - 28 (H ) Method Simplified 1789 Wet bulb (°F) - 60 Construction quality Semi -tight 658 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) 38.0 Construction descriptions Or Area 11.11 -value Insul R Htg HTM Loss CIg HTM Gain ft' Btuhftt?°F ft�'F/Btuh BtuK" Btuh BMA2 Btuh Walls 12F-0sw: Frm wall, r-21 cav ins, 2N6" wood frm, 16" o.c. stud Partitions (none) Windows W U032 S035: Low -e window, U=0.32, SHGC=0.35 Doors (none) Ceilings 18A-38ad: Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, r-38 ceil ins Floors (none) n 695 0.065 21.0 4.52 3142 0.86 599 e 438 0.065 21.0 4.52 1978 0.86 377 S 492 0.065 21.0 4.52 2222 0.86 424 W 451 0.065 21.0 4.52 2039 0.86 389 all 2077 0.065 21.0 4.52 9382 0.86 1789 n 36 0.320 0 22.2 801 12.1 436 e 94 0.320 0 22.2 2085 38.4 3598 s 91 0.320 0 22.2 2024 19.7 1788 W 18 0.320 0 22.2 389 38.4 672 all 238 0.320 0 22.2 5299 27.3 6494 326 0.029 38.0 2.02 658 0.58 189 1167 0.029 38.0 2.02 2353 0.58 675 all 1494 0.029 38.0 2.02 3010 0.58 864 + - wrightsoft- 2019 -Apr -1514:40:26 <..,...,•,•.. 1........., ,,.•,,.., Uponor System Design Software 19.0.04 RSU06034 Page 3 n Residence, 3547 Depew St, Wheat Ridge, CO.np Calc = MJ8 FrortDoor faces: E ©Component Constructions Enser Consulting, LLC 1st Floor System (303) 725-8836 info@EC-Denver.com Project• • For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO 7P_Sinn Conditic -Job: O'Brien Res -once, 3547 ... Date: Apr 05, 2019 By. Enser Consulting, LLC Location: Or Indoor: Heating Cooling Denver Intl AP, CO, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft BtuhVft F Design TD (°F) 70 17 Latitude: 40°N Btuh Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 61.6 -36.3 Dry bulb (°F) 1 92 Infiltration: 326 0.065 Daily range (°F) - 28 (H ) Method Simplified 281 Wet bulb (°F) - 60 Construction quality Semi -tight 21.0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhVft F ft' F/Btuh Btutff Btuh BtL#ff Btuh Walls 12F-0sw: Frm wall, r-21 cav ins, 2'W" wood frm, 16" o.c. stud n 326 0.065 21.0 4.52 1475 0.86 281 e 301 0.065 21.0 4.52 1358 0.86 259 s 177 0.065 21.0 4.52 802 0.86 153 w 289 0.065 21.0 4.52 1303 0.86 248 all 1093 0.065 21.0 4.52 4937 0.86 941 156-15sfc-4: Bg wall, heavy dry or light damp soil, concrete wall, r-15 ins, n 347 0.041 15.0 3.68 1276 0.34 117 8" thk a 340 0.041 15.0 3.68 1251 0.34 114 S 347 0.041 15.0 3.68 1276 0.34 117 w 340 0.041 15.0 3.68 1251 0.34 114 all 1373 0.041 15.0 3.68 5056 0.34 462 Partitions (none) Windows W U032 S035: Lowe window, U=0.32, SHGC=0.35 n 33 0.320 0 22.2 734 12.1 400 s 30 0.320 0 22.2 667 19.7 590 w 55 0.320 0 22.2 1223 38.4 2111 all 118 0.320 0 22.2 2624 26.3 3100 W U032 S035: Lowe window, U=0.32, SHGC=0.35; 6.5 ft overhang (2 ft e 5 0.320 0 22.2 111 12.1 61 window ht, 0.5 ft sep.) W U032 S035: Lowe window, U=0.32, SHGC=0.35; 8.5 ft overhang (2 ft e 10 0.320 0 22.2 222 12.1 121 window ht, 0.5 ft sep.) GD U032 S035: Lowe Glass Door, U=0.32, SHGC=0.35 s 128 0.320 0 22.2 2847 19.7 2516 Doors Door U 32: Solid Door U=0.32 a 28 0.320 3.1 22.2 623 4.40 123 S 24 0.320 3.1 22.2 534 4.40 106 all 52 0.320 3.1 22.2 1156 4.40 229 Ceilings 18A-38ad: Rf/dg ceiling, asphalt shingles roof mat, frm cons, 12" thkns, 114 0.029 38.0 2.02 229 0.58 66 r-38 ceil ins Wrightson" 2019 -Apr -1514:40:26 Uponor System Design Software 19.0.04 RSU06034 Page 4 14C 'p ...n Residence, 3547 Depew St, Wheat Ridge, CO.nq Calc = MJ8 Front Door faces: E - �r Floors 20P -30t: Ar floor, frm fir, 12" thkns, r-30 cav ins, amb ovr 21A -20t: Bg floor, heavy dry or light damp soil, T depth 6 0.035 30.0 2.43 15 0.28 1182 0.027 0 1.88 2217 0 wrightsoft- 2019 -Apr -1514:40:26 ^'� < 1..1.,. 11,1--., ....,,.• Uponor System Design SoMoare 19.0.04 RSU06034 Page 5 44C(>' ...n Residence, 3547 Depew St, Wheat Ridge, CO.r p Calc = MJ8 Front Door faces: E © Project Summary Entire House Enser Consulting, LLC (3 03) 725-8836 Info@EC-Denver.com Notes: Project Information Job: O'Brien Resk-atice, 3547 ... Date: Apr 05, 2019 By. Enser Consulting, LLC For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO Notes: - Ventilation based on ASHRAE 62.2-2016 & outside air (continuous exhaust or OA duct to RAduct w/ damper) - Furnaces derated for elevation (2%/1000' per Carrier) Design Information Weather: Denver Intl AP, CO, US Winter Design Conditions Summer Design Conditions Outside db 1 'F Outside db 92 of Inside db 70 'F Inside db 75 'F Design TD 70 of Design TD 17 'F Daily range H Relative humidity 50 % Moisture difference -36 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 47563 Btuh Structure 23798 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (179 cfm) 11190 Btuh Central vent (179 cfm) 2689 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 58753 Btuh Use manufacturer's data y Rate/swin multiplier EquipmenI load 1.00 26487 Btuh Infiltration sensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 1 (Semi -tight) Structure -620 Btuh 0 Btuh Central vent (179 cfm) -3616 Btuh Heating Cooling load 0 Btuh Area (ft2) 4459 4459 Equipment latent Volume (ft3) 36972 36972 Air changes/hour 0.27 0.13 Equipment Total Load (Sen+Lat) 26487 Btuh Equiv. AVF (cfm) 167 80 Req. total capacity at 0.85 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cim/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ii htsoft� 2019 -Apr -1514:40:26 ��` .. n Residence'35 Uponor System Design Software 19.0.04 RSU06034 page 1 47 Depew St, Wheat Ridge, Map Calc = MJ8 Front Door faces: E ®Project Summary Enser Consulting, LLC 1st Floor System C 303) 725-8836 infoo EC-Denver.com Project Information Job: O'Brien Residence, 3547 ... Date: Apr 05, 2019 By: Enser Consulting, LLC For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO Notes: - Ventilation based on ASHRAE 62.2-2016 & outside air (continuous exhaust or OAduct to RAduct w/ damper) - Furnaces derated for elevation (2%/1000' per Carrier) Design Information Weather: Denver Inti AP, CO, US Winter Design Conditions Summer Design Conditions Outside db 1 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 70 °F Design TD 17 °F Daily range H Relative humidity 50 % Moisture difference -36 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 24651 Btuh Structure 11494 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (86 cfm) 5388 Btuh Central vent (86 cfm) 1295 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30039 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 12789 Btuh Infiltration sensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 1 (Semi -tight) Structure -411 Btuh Ducts 0 Btuh Central vent (86 cfin) -1741 Btuh Heating Cooling Outside air Area (ft) 2370 2370 Equipment latent load 0 Btuh Volume (ft) 17899 17899 Airchanges/hour 0.28 0.13 Equipment Total Load (Sen+Lat) 12789 Btuh Equiv. AVF (cfm) 84 40 Req. total capacity at 0.85 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Performance 96 Two-Sta... Trade CARRIER Model 59TP6A040E141110 Cond 24ACC618AO0300 AHRI ref 7126199 Coil CNPHP3017ALA+59TP6A040E14-10 AHRI ref 9178175 Efficiency 96.5AFUE Efficiency 12.5 EER, 15.5 SEER Heating input 40000 Btuh Sensible cooling 14178 Btuh Heating output 34350 Btuh Latent cooling 2502 Btuh Temperature rise 64 °F Total cooling 16680 Btuh Actual airflow 595 cfm Actual airflow 770 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.067 cfmBtuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -+Ifi- wriQhtsoft- 2019 -Apr -1514:40:26 _ ....,,.., Uponor System Design Software 19.0.04 RSU06034 Page 2 '�Cp' ..•47 Depew St, Wheat Ridge, CO.np Calc = MJ8 Front Door faces: E nResidence,35 Pro ect Summary J ' Job: Date: O'Brien Resi.vnce, 3547 ... Apr 05, 2019 1 ® 2nd/3rd FI Syst. By.Enser Consulting, LLC Enser Consulting, LLC (303) 725-8836 ntooEC-Denver.com Project • • For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO Notes: - Ventilation based on ASHRAE 62.2-2016 & outside air (continuous exhaust or OAductto RAduct w/ damper) - Furnaces derated for elevation (2%/1000' per Carrier) Design Information Weather: Denver Inti AP, CO, US Winter Design Conditions Summer Design Conditions Outside db 1 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 70 °F Design TD 17 °F Daily range H Relative humidity 50 % Moisture difference -36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 22912 Btuh Structure 12838 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (93 cfm) 5802 Btuh Central vent (93 cfm) 1394 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28714 Btuh Use manufacturer's data y Rate/swin multiplier EquipmenI load 1.00 14233 Btuh Infiltration sensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 1 (Semi -tight) Structure -209 Btuh Ducts 0 Btuh Central vent (93 cim) -1875 Btuh Heating Cooling Outside air load 0 Btuh Area (ft') 2090 2090 Equipment latent Volume (ft) 19073 19073 Airchanges/hour 0.26 0.13 Equipment Total Load (Sen+Lat) 14233 Btuh Equiv. AVF (cfm) 83 40 Req. total capacity at 0.85 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Performance 96 Two-Sta... Trade CARRIER Model 59TP6A040E171112 Cond 24ACC624AO0300 AHRI ref 7126205 Coil CNPHP3117ALA+59TP6A040E17-12 AHRI ref 10269631 Efficiency 96AFUE Efficiency 12.5 EER, 15.5 SEER Heating input 40000 Btuh Sensible cooling 18581 Btuh Heating output 34170 Btuh Latent cooling 3279 Btuh Temperature rise 60 °F Total cooling 21860 Btuh Actual airflow 630 cfm Actual airflow 965 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.075 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 1.00 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsott- 2019 -Apr -15 14:40:26 -° ^ • • •- • • ° Uponor System Design Software 19.0.04 RSU06034 ACCP Page 3 9 ...n Residence, 3547 Depew St, Wheal Ridge, CO.rtp Calc = MJB Front Door faces: E . Right -JO Worksheet Enser Consulting, LLC Entire House (30 3) 725-8836 info@EC-Denver.com Job: O'Brien Residence, 3547 Dep... Data: Apr 05, 2019 By: Enser Consulting, LLC 1 Room name Entire House 1st Floor System 2 EVosedmall 576.0 It 307.0 it 3 Room height 9.1 it d 9.1 ft d 4 Room dimensions 5 Room area 4459.3 ft 2369.5 112 Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btiih/W--°F) (Btuh/ft=) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 12F 0sw 0.065 n 4.52 0.86 1091 1022 4616 880 359 326 1475 281 C, W U032 S035 0.320 n 22.24 12.11 69 0 1535 836 33 0 734 400 W 15B-15sfc-4 0.059 n 3.68 0.34 347 347 1276 117 347 347 1276 117 12F -09w 0.065 a 4.52 0.86 875 738 3336 636 344 301 1358 259 11 W U032 S035 0.320 a 22.24 12.11 5 10 111 61 5 10 111 61 W U032 5035 0.320 a 22.24 12.11 10 20 222 121 10 20 222 121 W U032 5035 0.320 a 22.24 38.38 94 0 2085 3598 0 0 0 0 Door U 32 0.320 a 22.24 4.40 28 28 623 123 28 28 623 123 W 156-15sfo4 0.059 a 3.68 0.34 340 340 1251 114 340 340 1251 114 W 1217-0sim 0.065 s 4.52 0.86 942 669 3024 577 359 177 802 153 U032 5035 0.320 s 22.24 19.65 128 0 2847 2516 128 0 2847 2516 L�GD W U032 S035 0.320 s 22.24 19.65 121 0 2691 2378 30 0 667 590 Door U 32 0.320 s 22.24 4.40 24 24 534 106 24 24 534 106 W 15B-15sfo4 0.059 s 3.68 0.34 347 347 1276 117 347 347 1276 117 W L -G 12F -09N W U032 S035 0.065 0.320 w w 4.52 22.24 0.86 38.38 812 73 740 0 3343 1612 637 2782 344 55 289 0 1303 1223 248 2111 W 156-15sfc-4 0.059 w 3.68 0.34 340 340 1251 114 340 340 1251 114 C 18A-38ad 0.029 2.02 0.58 440 440 887 255 114 114 229 66 C 18A-38ad 0.029 2.02 0.58 1167 1167 2353 675 0 0 0 0 F 20P -30t 0.035 2.43 028 6 6 15 2 6 6 15 2 F 21A -20t 0.027 1.88 0.00 1182 1182 2217 0 1182 1182 2217 0 6 c) AED excursion 0 534 Envelopeloss/gain 37107 16644 19416 8031 12 a) Infiltration 10456 1205 5235 603 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 5 1150 2 460 Applianoes/other 14800 2400 Subtotal (lines6to 13) 47563 23798 24651 11494 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 47563 23798 24651 11494 15 Ductloads 10% 0% 0 0 0% 0% 0 0 Total room load 47563 23798 24651 11494 Air required (cfm) 1225 1735 595 770 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. �}r wrightsoft- Uporor System Design Software 19.0.04 RSW2019-Apr-1514:40:266034 Page 1 n Residence, 3547 Depew St, Wheat Ridge, CO.rp Calc = MJ8 Frort Door faces: E 9 IMRight -JO Worksheet Job: O'Brien Residt .-., 3547 Dep... Enser Consulting, LLC Entire House Date: Apr 05, 2019 (303) 725-8836 By. Enser Consulting, LLC info@EC-Denver. com 1 Room name 2nd/3rd FI Syst 2 E posed wall 269.0 ft 3 Room height 9.1 ft d 4 Room dimensions 5 Room area 2089.8 ft Ty Consfixiion U -value Or HTM Area (ft') Load Area Load number (BtuW-°F) (Btuh/fF) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N)P/S Heat Cool Gross N)P/S Heat Cool 6129w F O 0.065 n 4.52 0.86 731 695 3142 599 �-G W U032 S035 0.320 n 22.24 12.11 36 0 801 436 W 15B-15sfo4 0.059 n 3.68 0.34 0 0 0 0 12F -09N 0.065 a 4.52 0.86 532 438 1978 377 11 W U032 S035 0.320 a 22.24 12.11 0 0 0 0 W U032 5035 0.320 a 22.24 12.11 0 0 0 0 W U032 5035 0.320 a 22.24 38.38 94 0 2085 3598 Door U 32 0.320 a 22.24 4.40 0 0 0 0 W 15B-15sfc4 0.059 a 3.68 0.34 0 0 0 0 W 12F -09N 0.065 s 4.52 0.86 583 492 2222 424 GD U032 S035 0.320 s 2224 19.65 0 0 0 0 -G t W U032 S035 0.320 s 22.24 19.65 91 0 2024 1788 Door U 32 0.320 s 22.24 4.40 0 0 0 0 W 15B-15sfb 4 0.059 s 3.68 0.34 0 0 0 0 W 12F09w 0.065 w 4.52 0.86 469 451 2039 389 L -G W U032 S035 0.320 w 22.24 38.38 18 0 389 672 W 15B-15sb4 0.059 w 3.68 0.34 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 326 326 658 189 C 18A-38ad 0.029 2.02 0.58 1167 1167 2353 675 F 20P -30t 0.035 2.43 028 0 0 0 0 F 21A -20t 0.027 1.88 0.00 0 0 0 0 6 c) AED excursion 0 Enwlope loss/gai n 17691 9147 12 a) Infiltration 5221 602 b) Room ventilation 0 0 13 Internal gains: Occupants@ 230 3 690 AppliancesfoMer 2400 Subtotal (lines 6 to 13) 22912 12838 Less external load 0 0 Less transfer 0 0 Redistributon 0 0 14 Subtotal 22912 12838 15 Ductloads 0% 0%1 0 0 Total room load 1 22912 1 12838 Air required (dm) 630 965 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rtgF�tsoft- 2019 -Apr -1514:40:26 Uponor System Design Software 19.0.04 RSU06034 Page 2 A'- 4' n Residence, 3547 Depew St, Wheat Ridge, CO.rLp Calc = MJ8 Front Door faces: E 9 Right -J® Worksheet Job: O'Brien Residence, 3547 DepLd ... Enser Consulting, LLC 1st Floor System Date: Apr 05, 2019 info@30 3) inf72 o@EC-Denver.com By: Enser Consulting, LLC n!o@EC-Denvencom 1 Room name 1 st Floor System Bath 3 2 Exposed wall 307.0 ft 17.5 ft 3 Room height 9.1 ft d 9.1 ft heat/cool 4 Room dimensions 11.5 x 6.0 ft 5 Room area 2369.5 ft 69.0 ft' Ty Construclion U -value Or HTM Area (ft) Load Area (ft') Load number (Btuh/W--°F) (Btuw) or perimeter (ft) (Btuh) or perimeter (ft) (1311uh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F Osw 0.065 n 4.52 0.86 359 326 1475 281 105 96 432 82 W U032 S035 0.320 n 22.24 12.11 33 0 734 400 9 0 200 109 W 15B-15sfo4 0.059 n 3.68 0.34 347 347 1276 117 0 0 0 0 12F -09N 0.065 a 4.52 0.86 344 301 1358 259 55 55 247 47 11 W U032 S035 0.320 a 22.24 12.11 5 10 111 61 0 0 0 0 W U032 S035 0.320 a 22.24 12.11 10 20 222 121 0 0 0 0 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 Door U 32 0.320 a 22.24 4.40 28 28 623 123 0 0 0 0 W 156-15sfo-4 0.059 a 3.68 0.34 340 340 1251 114 0 0 0 0 W 12F 0sw 0.065 s 4.52 0.86 359 177 802 153 0 0 0 0 15GD U032 S035 0.320 s 22.24 19.65 128 0 2847 2516 0 0 0 0 W U032 S035 0.320 s 22.24 19.65 30 0 667 590 0 0 0 0 D Door U 32 0.320 s 22.24 4.40 24 24 534 106 0 0 0 0 W 15B-15sbA 0.059 s 3.68 0.34 347 347 1276 117 0 0 0 0 W 12F -09w 0.065 w 4.52 0.86 344 289 1303 248 0 0 0 0 W U032 S035 0.320 w 22.24 38.38 55 0 1223 2111 0 0 0 0 W 1513-15sfc-4 0.059 w 3.68 0.34 340 340 1251 114 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 114 114 229 66 0 0 0 0 C 18A-38ad 0.029 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -30t 0.035 2.43 028 6 6 15 2 0 0 0 0 F 21A -20t 0.027 1.88 0.00 1182 1182 2217 0 0 0 0 0 6 c) AED excursion 534 -17 Envelopeloss/gain 19416 8031 879 222 12 a) Infiltration 5235 603 359 41 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 2400 0 Subtotal (lines6 to 13) 24651 11494 1238 263 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 358 95 14 Subtotal 24651 11494 1596 358 15 Dud loads 0°% 0% 0 0 -0%1 094( 0 0 Total room load 24651 11494 1596 358 Air required (dm) 595 770 39 24 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed wrlghtsoft 2019 -Apr -1514:40:26 Uponor System Design Software 19.0.04 RSU06034 Page 3 n Residence, 3547 Depew St, Wheat Ridge, CO.rLp Calc = MJ8 Front Door faces: E 9 IMRight -J® Worksheet Job: O'Brien ResidE sa41 Dep... E-, Co -10.9, LLC 1st FloorSystem Date: Apr 05, 2019 (303) 7 25 -8836 By. Enser Consulting, LLC info@EC-Denver.ccm 1 Room name Bedroom 4 BR Hall 2 F>3 osed wall 39.8 ft 7.8 ft 3 Room height 9.1 ft heat/cool 9.1 ft heat/000l 4 Room dimensions 1.0 x 191.6 ft 1.0 x 48.9 ft 5 Room area 191.6 ft 48.9 ft Ty ConshKton U -value Or HTM Area (ft2) Load Area (it') Load number (Btuh/W--°F) (Btuh/H') or perimeter (ft) (Btuh) or perimeter (ft) (Bhrh) Heat I Cod Gross N/P/S Heat I Cool Gross N/P/S Heat Cool 612F Osw 0.065 n 4.52 0.86 157 142 641 122 71 62 278 53 C W U032 5035 0.320 n 22.24 12.11 15 0 334 182 9 0 200 109 W 15B-15sfc-4 0.059 n 3.68 0.34 0 0 0 0 0 0 0 0 12F -09N 0.065 a 4.52 0.86 36 36 164 31 0 0 0 0 11W U032 5035 0.320 a 22.24 12.11 0 0 0 0 0 0 0 0 W U032 5035 0.320 a 22.24 12.11 0 0 0 0 0 0 0 0 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 Door U 32 0.320 a 22.24 4.40 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 a 3.68 0.34 0 0 0 0 0 0 0 0 W 1217-09w 0.065 s 4.52 0.86 46 46 206 39 0 0 0 0 GD U032 S035 0.320 s 22.24 19.65 0 0 0 0 0 0 0 0 L� W U032 SO35 0.320 s 22.24 19.65 0 0 0 0 0 0 0 0 Door U 32 0.320 s 2224 4.40 0 0 0 0 0 0 0 0 W 15B-15sfa4 0.059 s 3.68 0.34 0 0 0 0 0 0 0 0 1217-Osw 0.065 w 4.52 0.86 123 93 419 80 0 0 0 0 IW L -G W U032 S035 0.320 w 22.24 38.38 30 0 667 1151 0 0 0 0 W 15B-15sfc-4 0.059 w 3.68 0.34 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 108 108 217 62 0 0 0 0 C 18A-38ad 0.029 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -30t 0.035 2.43 028 0 0 0 0 0 0 0 0 F 21A -20t 0.027 1.88 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 392 -11 Envelope losstgain 2648 2060 478 151 12 a) Infiltration 816 94 159 18 b) Room \oentlation 0 0 0 0 13 Internal gains: Occupants@ 230 1 230 0 0 Appliances/other 400 0 Subtotal (lines6 to 13) 3464 2784 637 169 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribufion 0 0 0 0 14 Subtotal 3464 2784 637 169 15 Dud loads -0% 0%1 0 0 -0% 0% 0 0 Total room load 3464 2784 1 637 169 Air required (dm) 84 187 15 11 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -PWwrl9htsofY- 2019 -Apr -1514:40:26 Uponor System Design Software 19.0.04 RSU06034 Page 4 ...n Residence, 3547 Depew St, Wheat Ridge, CO.rLp Calc = MJ8 Front Door faces: E ImRight -J® Worksheet Job: O'Brien Residence, 3547 Dep... Enser Consulting, LLC 1st Floor System Date: Apr O5, 2019 i88nfoOEC-Denver. com By. Enser Consulting, LLC 1 Room name Cravvl Space Entry 2 Exposed vvoll 152.5 It 8.8 It 3 Room height 9.0 It heaV000l 9.1 ft heat/cool 4 Room dimensions 1.0 x 1181.6 ft 13.5 x 6.8 ft 5 Room area 1181.6 ft' 91.1 It, Ty Construction U -value Or HTM Area (ftp) Load Area (ft') Load number (Bhuh/ --°F) (Btuh/r or perimeter (ft) (Btuh) orperimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F -09N 0.065 n 4.52 0.86 0 0 0 0 18 18 82 16 W U032 S035 0.320 n 22.24 12.11 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 n 3.68 0.34 347 347 1276 117 0 0 0 0 1217-09w 0.065 a 4.52 0.86 0 0 0 0 61 33 151 29 11 W U032 5035 0.320 a 22.24 12.11 0 0 0 0 0 0 0 0 W U032 5035 0.320 a 22.24 12.11 0 0 0 0 0 0 0 0 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 D Door U 32 0.320 a 22.24 4.40 0 0 0 0 28 28 623 123 W 15B-15sfb4 0.059 a 3.68 0.34 340 340 1251 114 0 0 0 0 W 12F -09N 0.065 s 4.52 0.86 0 0 0 0 0 0 0 0 132 GO U032 S035 0.320 s 22.24 19.65 0 0 0 0 0 0 0 0 W U032 S035 0.320 s 22.24 19.65 0 0 0 0 0 0 0 0 Door U 32 0.320 s 22.24 4.40 0 0 0 0 0 0 0 0 W 15B-15sfcA 0.059 s 3.68 0.34 347 347 1276 117 0 0 0 0 W 12F -09w 0.065 w 4.52 0.86 0 0 0 0 0 0 0 0 L -G W U032 S035 0.320 w 22.24 38.38 0 0 0 0 0 0 0 0 W 15B-15sfa4 0.059 w 3.68 0.34 340 340 1251 114 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -30t 0.035 2.43 0.28 0 0 0 0 0 0 0 0 F 21A -20t 0.027 1.88 0.00 1182 1182 2217 0 0 0 0 0 6 c) AED excursion -42 -11 Envelopeloss/gain 7273 419 856 156 12 a) Infiltration 2064 238 180 21 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines6 to 13) 9337 657 1036 177 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 358 95 14 Subtotal 9337 657 1394 272 15 Dudload5 -0% 0% 0 0 -0% 0% 0 0 Total room load 9337 657 1394 272 Air required (dm) 225 44 34 18 Calculations approved bvACCAto meet all requirements of Manual J 8th Ed wrightsolFt` 2019 -Apr -1514:40:26 AGA .ew Uponor System Design Software 19.0.04 RSU06034 Page 5 .n Residence, 3547 De p St, Wheat Ridge, CO.rLp Calc= MJ8 FrontDoorfaces: E 9 IMRight -JO Worksheet Job: O'Brien Reside .. tt, 3547 Dep... Enser Consulting, LYC 1st Floor System Date: Apr o5, 2o,s L (303) 735-8836 By. Enser Consulting, LLC info0EC-D-e-0. 1 Room name Kitchen LiAng/Dining 2 Exposed wall 7.3 ft 47.5 It 3 Room height 9.1 It heat/000l 9.1 ft heat/cool 4 Room dimensions 1.0 x 202.0 ft 1.0 x 412.9 ft 5 Room area 202.0 ft 412.9 ft' Ty Const ucbc)n U -value Or H Area (ft) Load Area (ft') Load number (BtuhAf--°F) (Btuw) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cod Gross N/P/S Heat Cool I Gross N/P/S Heat Cool 6 12F -09N 0.065 n 4.52 0.86 0 0 0 0 9 9 41 8 W U032 S035 0.320 in 22.24 12.11 0 0 0 0 0 0 0 0 W 15&15sfo4 0.059 n 3.68 0.34 0 0 0 0 0 0 0 0 12F -09N0.065 a 4.52 0.86 0 0 0 0 18 18 82 16 1 1 W U032 S035 0.320 a 22.24 12.11 0 0 0 0 0 0 0 0 W U032 S035 0.320 a 22.24 12.11 0 0 0 0 0 0 0 0 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 Door U32 0.320 a 22.24 4.40 0 0 0 0 0 0 0 0 W 1513-15slb-4 0.059 a 3.68 0.34 0 0 0 0 0 0 0 0 W 12F -09N 0.065 s 4.52 0.86 0 0 0 0 250 92 417 79 U032 S035 0.320 s 22.24 19.65 0 0 0 0 128 0 2847 2516 L�GD W U032 S035 0.320 s 22.24 19.65 0 0 0 0 30 0 667 590 Door U 32 0.320 s 22.24 4.40 0 0 0 0 0 0 0 0 W 15B-15sfo4 0.059 s 3.68 0.34 0 0 0 0 0 0 0 0 12F -09N 0.065 w 4.52 0.86 66 66 298 57 155 130 586 112 IW L -G W U032 S035 0.320 w 22.24 38.38 0 0 0 0 25 0 556 959 W 1513-15sfa4 0.059 w 3.68 0.34 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 0 0 0 0 6 6 13 4 C 18A-38ad 0.029 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -30t 0.035 2.43 028 0 0 0 0 6 6 15 2 F 21A -20t 0.027 1.88 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -53 307 Envelope loss/gain 298 4 5224 4592 12 a) Infiltration 149 17 975 112 b) Roomlentilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 1 230 Appliances/other 800 1 1200 Subtotal (lines6 to 13) 447 821 6199 6134 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 SubboTal 447 821 6199 6134 15 Dudloads -0% 0% 0 0 -0% 0% 0 0 Total room load 447 821 6199 6134 Air required (dm) 11 55 150 411 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrigF„tsoilt 2019 -Apr -1514:40:26 AC- ..n Residence, 3547 Depew St, Wheat System Design Software 19.0.04 RSU06034 Page 6 eat Ridge,CO.rLp Calc =MJ8 Front Door faces: E IMRight -J® Worksheet Job: O'Brien Residence, 3547 Dep... Enser Consulting, LLC 775-8836 (o@E1st Floor System Date: Apr 05, so,s infoo By: Enser Consulting, LLC C-Denver.com 1 Room name Main Stairs Mud 2 Exposed wall 8.8 It 17.3 ft 3 Room height 9.1 ft heaV000l 9.1 ft heat/cool 4 Roomdimensions 7.8 x 8.8 ft 7.0 x 10.3 it 5 Room area 67.8 ft 71.8 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ft2) Load number (Btuh/ft=-°F) (Btuh/fV) or perimeter (it) (Btuh) or perimeter (ID (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 L-G12F-Osm 0.065 n 4.52 0.86 0 0 0 0 0 0 0 0 W U032 5035 0.320 n 22.24 12.11 0 0 0 0 0 0 0 0 W 15B-15sfo4 0.059 n 3.68 0.34 0 0 0 0 0 0 0 0 12F -09N 0.065 a 4.52 0.86 80 70 315 60 93 88 399 76 11 W U032 5035 0.320 a 22.24 12.11 0 0 0 0 5 5 111 61 W U032 5035 0.320 a 22.24 12.11 10 10 222 121 0 0 0 0 W U032 5035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 Door U 32 0.320 a 22.24 4.40 0 0 0 0 0 0 0 0 W 15B-15sfo•4 0.059 a 3.68 0.34 0 0 0 0 0 0 0 0 W 12F -09N 0.065 s 4.52 0.86 0 0 0 0 64 40 179 34 U032 5035 0.320 s 22.24 19.65 0 0 0 0 0 0 0 0 LGD W U032 S035 0.320 s 22.24 19.65 0 0 0 0 0 0 0 0 D Door U 32 0.320 s 22.24 4.40 0 0 0 0 24 24 534 106 W 1513-15sfc-4 0.059 s 3.68 0.34 0 0 0 0 0 0 0 0 W 12F -09N 0.065 w 4.52 0.86 0 0 0 0 0 0 0 0 W U032 S035 0.320 w 22.24 38.38 0 0 0 0 0 0 0 0 W 156-15sfo-4 0.059 w 3.68 0.34 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -30t 0.035 2.43 028 0 0 0 0 0 0 0 0 F 21A -20t 0.027 1.88 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -12 -19 Envelopeloss/gain 537 169 1223 257 12 a) Infiltration 180 21 354 41 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6to 13) 717 190 1577 298 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -717 -190 0 0 14 Subtotal 0 0 1577 298 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 1577 298 Air required (dm) 0 0 38 20 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -rw wrightsoft- 2019 -Apr -1514:40:26 4Ch " "" Uponor System Design Software 19.0.04 RSU06034 Page 7 ...n Res dence, 3547 Depew St, Wheat Ridge, CO.rLp Calc = MJ8 FrortDoor faces: E ® Right -J® Worksheet Enser Consulting, LLC 1st Floor System (303) 7258836 info@EC-Denver.com Job: O'Brien Reside -e, 3547 Dep... Date: Apr 05, 2019 By: Enser Consulting, LLC 1 Room name Pantry 2 Exposed vall 0 ft 3 Room height 9.1 ft heat/cool 4 Room dimensions 3.8 x 8.8 ft 5 Room area 32.8 ft Ty Construction U -value Or HTM Area (ft) Load Area Load number (BtuhiW--°F) (BWh/ft') or perimeter (M (13tuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12F-0 0.065 n 4.52 0.86 0 0 0 0 �C W U032 5035 0.320 n 22.24 12.11 0 0 0 0 W 15B-15sfo-4 0.059 n 3.68 0.34 0 0 0 0 12F-0sw 0.065 a 4.52 0.86 0 0 0 0 11 W U032 5035 0.320 a 2224 12.11 0 0 0 0 W U032 S035 0.320 a 2224 12.11 0 0 0 0 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 Door U 32 0.320 a 22.24 4.40 0 0 0 0 W 1513-15sto 0.059 a 3.68 0.34 0 0 0 0 W 12F -09N 0.065 s 4.52 0.86 0 0 0 0 U032 5035 0.320 s 2224 19.65 0 0 0 0 L�GD W U032 S035 0.320 s 22.24 19.65 0 0 0 0 Door U 32 0.320 s 22.24 4.40 0 0 0 0 W 1513-15sto4 0.059 s 3.68 0.34 0 0 0 0 W 12F -09w 0.065 w 4.52 0.86 0 0 0 0 W U032 S035 0.320 w 22.24 38.38 0 0 0 0 W 15B-15sfo4 0.059 w 3.68 0.34 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 0 0 0 0 C 18A-38ad 0.029 0.00 0.00 0 0 0 0 F 20P -30t 0.035 2.43 028 0 0 0 0 F 21A -20t 0.027 1.88 0.00 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 0 0 12 a) Infiltration 0 0 b) Roomtentilation 0 0 13 Internal gains. Occupants@ 230 0 0 Appliances/other 0 Subtotal (lines6 to 13) 0 0 Less external load 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 0 0 15 Duct loads -0% 0%1 0 0 Total room load 0 0 Air required (dm) 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. +�- wrigF�tsotrt 2019 -Apr -1514:40:26 Uponor System Design software 19.0.04 RSU06034 Page 8 ,415n, .n Residence, 3547 Depew St, Wheat Ridge, CO.rLq Calc = MJS Front Door faces: E IM Right -J® Worksheet En-er Consulting, LLC (303) 715.88836 2nd/3rd FI Syst. info@EC- Denver. cam Job: O'Brien Residence, 3547 Dep... Date: Apr 05, 2019 By. Enser Consulting, LLC 1 Room name 2nd/3rd R Syst 2nd R Strs/Hall 2 E)3osed wall 269.0 ft 14.8 ft 3 Room height 9.1 it d 9.1 ft heaV000l 4 Room dimensions 1.0 x 154.6 It 5 Room area 2089.8 ft' 154.6 ft' Ty Constiucion U -value Or HTM Area (ft') Load Area (ft=) Load number (Btuh/ft2--°F) (Btuh/fF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL v/J 12F -09,v0.065 n 4.52 0.86 731 695 3142 599 18 18 82 16 W U032 S035 0.320 n 22.24 12.11 36 0 801 436 0 0 0 0 W 15B-15sfo-4 0.059 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 a 4.52 0.86 532 438 1978 377 116 90 406 77 1 1 W U032 SO35 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W U032 SO35 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W U032 5035 0.320 a 22.24 38.38 94 0 2085 3598 26 0 584 1007 D Door U 32 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W 156-15sfc-4 0.059 a 0.00 0.00 0 0 0 0 0 0 0 0 W 12F -09N 0.065 s 4.52 0.86 583 492 2222 424 0 0 0 0 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 15GDU032S035 W U032 S035 0.320 s 22.24 19.65 91 0 2024 1788 0 0 0 0 D Door U 32 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-15sb4 0.059 s 0.00 0.00 0 0 0 0 0 0 0 0 IWI 12F -09N0.065 w 4.52 0.86 469 451 2039 389 0 0 0 0 � f --G W U032 S035 0.320 w 22.24 38.38 18 0 389 672 0 0 0 0 W 1513-15sfc-4 0.059 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 326 326 658 189 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 1167 1167 2353 675 0 0 0 0 F 20P -30t 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -20t 0.027 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 89 Envelope lossigain 17691 9147 1072 1190 12 a) Infiltration 5221 602 303 35 b) Room �.entilation 0 0 0 0 13 Internal gains. Occupants@ 230 3 690 0 0 Applianoes/ofher 2400 0 Subtotal (lines 6 to 13) 22912 12838 1374 1225 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22912 12838 1374 1225 15 DuctloadS I0% 0%1 0 0 -0% 0%1 0 0 Total room load 22912 12838 137411 12 25 Air required (dm) 630 965 3892 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Ad- wrightsoft 2019 Uponor System Design Software 19.0.04 RSU06034 1440'26 �nA �r Page 9 n Residence, 3547 Depew St, Wheat Ridge, CO.rLQ Calc= MJ8 FrortDoorfaces: E IERight -J® Worksheet Job: O'Brien Resideuce, 3547 Dep... Enser Consulting, L5LYC 2nd/3rd FI S st. Date: Apr 05, 2019 (303) 728836 By- Enser Consulting, LLC info@EC- Denver. corn 1 Room name 3rd R Stairs Attic 2 E)3osed wall 9.0 It 74.3 ft 3 Room height 6.4 ft heat/cool 2.5 It heat/cool 4 Room dimensions 8.0 x 9.0 ft 1.0 x 359.1 It 5 Room area 72.0 ft 359.1 ft' Ty Construction U -value Or HTM Area (it') Load Area (ft') Load number (BtuhAt2--°F) (Btuh/F) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross I N/P/S Heat Cool 6r 12F Osw 0.065 n 4.52 0.86 0 0 0 0 155 155 698 133 -C W U032 SO35 0.320 n 2224 12.11 0 0 0 0 0 0 0 0 W 15B-15sV 4 0.059 n 0.00 0.00 0 0 0 0 0 0 0 0 12F -09N0.065 a 4.52 0.86 56 56 252 48 6 6 26 5 11 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W 0032 S035 0.320 a 22.24 38.38 0 0 0 0 0 0 0 0 Door U 32 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-15sfo-4 0.059 a 0.00 0.00 0 0 0 0 0 0 0 0 W 12F -09N 0.065 s 4.52 0.86 0 0 0 0 48 48 215 41 GD U032 S035 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 L� W U032 S035 0.320 s 22.24 19.65 0 0 0 0 0 0 0 0 Door U 32 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 W 156-15sfo-4 0.059 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12F -09N 0.065 w 4.52 0.86 0 0 0 0 34 34 152 29 L -G W U032 SO35 0.320 w 2224 38.38 0 0 0 0 0 0 0 0 W 15B-15sfo-4 0.059 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 68 68 137 39 184 184 370 106 C 18A-38ad 0.029 2.02 0.58 7 7 13 4 225 225 453 130 F 20P -30t 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -20t 0.027 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -0 -26 Envelope loss/gain 402 86 1915 418 12 a) Infiltration 126 15 545 63 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines6 to 13) 528 100 2460 481 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redislribubon -528 -100 349 66 14 Subtotal 0 0 2809 547 15 Dudloads -0% 0%1 0 0 -0%10% 0 0 Total room load 0 0 2809 547 Air required (dm) 0 0 77 41 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrig"t"sort- 2019 -Apr -1514:40:26 ..n Residence, 3547 , , p - St, Wheat System Design Software 19.0.04 RSL)06034 Page 10 eat Ridge, CO.rLp Calc= MJ8 Front Door faces: E IM Right -J® Worksheet (Enser303) Consulting, LLC 2nd/3rd FI Syst. (303) 715-8836 info@EC-Denver.com Job: O'Brien Residence, 3547 Dep... Date: Apr 05, 2019 By: Enser Consulting, LLC 1 Room name Bath 2 Bath 4 2 Eposed vall 18.5 It 0 It 3 Room height 9.1 ft heat/000l 12.7 ft heattcool 4 Roomdimensions 12.5 x 6.0 ft 9.3 x 5.8 It 5 Roomarea 75.0 ft' 53.2 ft Ty Construction U -value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/R2--°F) (Btuh/fl=) or perimeter (ft) (Btuh) or perimeter (t) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 61217- Osw 0.065 n 4.52 0.86 114 108 487 93 36 36 162 31 W U032 S035 0.320 n 22.24 12.11 6 0 133 73 0 0 0 0 W 1513-15sfo-4 0.059 n 0.00 0.00 0 0 0 0 0 0 0 0 12F -09N0.065 a 4.52 0.86 55 55 247 47 0 0 0 0 11 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W U032 5035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W U032 S035 0.320 a 22.24 38.38 0 0 0 0 0 0 0 0 Door U 32 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W 156-15slb4 0.059 a 0.00 0.00 0 0 0 0 0 0 0 0 W 12F -09m 0.065 s 4.52 0.86 0 0 0 0 0 0 0 0 GD U032 S035 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 132 W U032 S035 0.320 s 22.24 19.65 0 0 0 0 0 0 0 0 Door U 32 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-15sto4 0.059 s 0.00 0.00 0 0 0 0 0 0 0 0 W! 12F -09N 0.065 w 4.52 0.86 0 0 0 0 0 0 0 0 L -G W U032 S035 0.320 w 22.24 38.38 0 0 0 0 0 0 0 0 W 15B-15sfo-4 0.059 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 41 41 82 24 14 14 29 8 C 18A-38ad 0.029 2.02 0.58 0 0 0 0 121 121 245 70 F 20P -30t 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F 21 A -20t 0.027 0.00 0.00 0 0 0 0 0 0 0 0 6 C) AED excursion -15 -6 Envelope loss/gain 949 221 436 103 12 a) Infiltration 380 44 81 9 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoes/other 0 0 Subtotal (lines6 to 13) 1328 265 517 113 Less exnemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1328 265 517 113 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 1328 265 517 113 Air required (dm) 37 20 14 18 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1- wrigt�tsof't` 2019 -Apr -1514:40:26 Ai ftk '"" "'-"""""'"" Uponor System Design Software 19.0.04 RSU06034 Page 11 n Res dente, 3547 Depew St, Wheat Ridge, CO.rLp Calc = MJ8 Front Door faces: E 9 IMRight -J® Worksheet Job: O'Brien Reside.,ce, 3547 Dep... Enser Consulting, LLYC 2nd/3rd FI S st. Date: Apr 05, 2019 (303) 725-8836 By: Enser Consulting, LLC info@EC-Denver.com 1 Room name Bedroom 2 Bedroom 3 2 Exposed wall 30.8 It 26.5 it 3 Room height 20.0 ft heat/000l 9.1 It heatICool 4 Room dimensions 1.0 x 213.4 ft 13.5 x 13.0 ft 5 Room area 213.4 ft' 175.5 ft' Ty Constnudon U -value Or HTM Area (fF) Load Area (ft) Load number (BtuW-°F) (BtuW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F -09N 0.065 n 4.52 0.86 380 350 1581 301 0 0 0 0 W U032 S035 0.320 n 2224 12.11 30 0 667 363 0 0 0 0 W 15B-15sfc-4 0.059 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-09N 12F-0 0.065 a 4.52 0.86 0 0 0 0 118 81 365 70 11 U032 S035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W U032 5035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W U 032 SO35 0.320 a 22.24 38.38 0 0 0 0 38 0 834 1439 Door U 32 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-15sfc4 0.059 a 0.00 0.00 0 0 0 0 0 0 0 0 W 12F -09N 0.065 s 4.52 0.86 0 0 0 0 123 113 510 97 U032 S035 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 L�GD W U032 S035 0.320 s 22.24 19.65 0 0 0 0 10 0 222 197 Door U 32 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-15sfo-4 0.059 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12F-0sim 0.065 w 4.52 0.86 235 225 1016 194 0 0 0 0 W U032 S035 0.320 w 22.24 38.38 10 0 222 384 0 0 0 0 W 15B-15sfc-4 0.059 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 18 18 36 10 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 0 0 0 0 0 0 0 0 F 20P -30t 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -20t 0.027 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 23 -04 Emelope loss/gain 3523 1276 1931 1738 12 a) Infiltration 1387 160 544 63 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 1 230 1 230 Appliances/other 300 300 Subtotal (lines 6 to 13) 4910 1966 2475 2331 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4910 1966 2475 2331 15 Dud loads -011, 0 % 0 0 -0% 0% 0 0 Total room load 4910 1966 2475 2331 Air required (dm) 135 148 68 175 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigF�tsoi C 2019 -Apr -1514:40:26 Uponor System Design Software 19.0.04 RSU06034 Page 12 P AC ...n Residence, 3547 Depew St, Wheat Ridge, CO.rup Calc = MJ8 Frort Door faces: E g Is Right -J® Worksheet EnserConsulting, LLC (303) 7258836 2nd/3rd FI Syst. info@EC-Denver.com Job: O'Brien Residence, 3547 Dep... Date: Apr 05, 2019 By: Enser Consulting, LLC 1 Room name Laundry Master Bath 2 Exposed well 0 ft 23.3 ft 3 Room height 9.1 It heat/000l 9.1 it heat/cool 4 Room dimensions 6.3 x 6.0 It 7.5 x 15.8 ft 5 Room area 37.5 ft' 118.1 ft' Ty Construction U -value Or HTM Area (ft2) Load Area (ft2) Load number (Btuhfi --°F) (BtuhM) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 L-G12F-09N 0.065 n 4.52 0.86 0 0 0 0 0 0 0 0 W U032 5035 0.320 n 22.24 12.11 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 n 0.00 0.00 0 0 0 0 0 0 0 0 12F -09N 0.065 a 4.52 0.86 0 0 0 0 0 0 0 0 11 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W U032 5035 0.320 a 22.24 38.38 0 0 0 0 0 0 0 0 Door 32 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W 156-15sfc-4 0.059 a 0.00 0.00 0 0 0 0 0 0 0 0 W 12F -Ow 0.065 s 4.52 0.86 0 0 0 0 68 62 281 54 U032 S035 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 LDGD W U032 S035 0.320 s 22.24 19.65 O 0 0 0 6 0 133 118 Door U 32 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-15sfo4 0.059 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12F09w 0.065 w 4.52 0.86 0 0 0 0 143 136 614 117 W U032 S035 0.320 w 22.24 38.38 0 0 0 0 8 0 167 288 W 156-15sfc-4 0.059 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 0 0 0 0 0 0 0 0 F 20P -30t 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -20t 0.027 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -10 65 Envelope loss(gain 0 -10 1195 642 12 a) Infiltration 0 0 477 55 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 200 0 Subtotal (lines6 to 13) 0 190 1672 697 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0190 1672 697 15 Dudloads 0% 0% 0 0 -0% 0% 0 0 Total room load 0 190 1672 697 Air required (dm) 10 14 46 52 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -p4a- wri fhts TL - t so 2019 -Apr -1514.40.26 Uponor System Design Software 19.0.04 RSU06034 Page 13 ...n Residence, 3547 Depew St, Wheat Ridge, CO.rup Calc = MJ8 Front Door faces: E M Right -JO Worksheet Enser Consulting, LLC 2nd/3rd FI Syst. (3 03) 725-8836 inro@EC-Denver. Coni Job: O'Brien Residence, 3547 Dep... Date: Apr 05, 2019 By: Enser Consulting, LLC 1 Room name Master Bedroom Master Closet 2 E)posedvall 14.5 ft 6.3 ft 3 Room height 9.1 ft heat/cool 9.1 ft heat/000l 4 Room dimensions 1.0 x 214.1 ft 13.8 x 6.3 ft 5 Room area 214.1 ft 85.9 ft' Ty Constructon U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/t`--°F) (Btuh/ft') or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6Vt12F-09N 0.065 n 4.52 0.86 0 0 0 0 0 0 0 0 �G W U032 S035 0.320 n 2224 12.11 0 0 0 0 0 0 0 0 W 15B•15sfcr4 0.059 n 0.00 0.00 0 0 0 0 0 0 0 0 12F -09N 0.065 a 4.52 0.86 18 18 82 16 0 0 0 0 1 1 W U032 5035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W U032 5035 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W U032 S035 0.320 a 22.24 38.38 0 0 0 0 0 0 0 0 Door U 32 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-15sto4 0.059 a 0.00 0.00 0 0 0 0 0 0 0 0 W 12F -09N 0.065 s 4.52 0.86 114 69 311 59 0 0 0 0 GD U032 S035 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 LD W U032 S035 0.320 s 22.24 19.65 45 0 1001 884 0 0 0 0 Door U 32 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-15sfb-4 0.059 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-0sw 0.065 w 4.52 0.86 0 0 0 0 57 57 257 49 IW L -G W U032 5035 0.320 w 22.24 38.38 0 0 0 0 0 0 0 0 W 15B-15sfc,4 0.059 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 0 0 0 0 0 0 0 0 F 20P -30t 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -20t 0.027 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 132 -3 Envelope loss/gain 1394 1091 257 46 12 a) Infiltration 298 34 128 15 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 1 230 0 0 Appliancestother 800 0 Subtotal (lines6 to 13) 1691 2156 385 60 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistdbuton 0 0 0 0 14 Subtotal 1691 2156 385 60 15 Dud loads 1 -0% 0%1 0 0 -0% 0%1 01 0 Total room load I 1691 1 2156 385 60 Air required (dm) 47 162 11 5 Calculations awroved NACCAto meet all requirements of Manual J 8th Ed. wrightsoft` 2019 -Apr -1514:4026 `n Residence, Uponor System Design Software 19.0.04 RSU06034 Page 14 -4'-C"--4'-C"-nce, 3547 Depew St, Wheat Ridge, CO.rtp Calc = MJ8 Front Door faces: E ® Right -JO Worksheet Enser Consulting, LLC 2nd/3rd FI Syst. (303) 725-8836 info@EC-Den er.com Job: O'Brien Residence, 3547 Dep... Date: Apr 05, 2019 By: Enser Consulting, LLC 1 Room name Rec Room 2 Exposed voll 51.3 It 3 Room height 9.3 ft heat/cool 4 Room dimensions 1.0 x 531.3 It 5 Room area 531.3 ft Ty Construction U -value Or HTM Area (ft') Load Area Load number (BtuhAtr--q (Btuh/fl") or perimeter (M (Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F Osw 0.065 n 4.52 0.86 29 29 131 25 W U032 S035 0.320 n 22.24 12.11 0 0 0 0 W 1513-15slic-4 0.059 n 0.00 0.00 0 0 0 0 12F09,v 0.065 a 4.52 0.86 163 133 601 115 11 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 W U032 S035 0.320 a 0.00 0.00 0 0 0 0 W U032 SO35 0.320 a 22.24 38.38 30 0 667 1151 D Door U 32 0.320 a 0.00 0.00 0 0 0 0 W 1513-15sfa4 0.059 a 0.00 0.00 0 0 0 0 W 12F -09N 0.065 s 4.52 0.86 230 200 905 173 0.320 s 0.00 0.00 0 0 0 0 LGDU032S035 W U032 S035 0.320 s 22.24 19.65 30 0 667 590 D Door U 32 0.320 s 0.00 0.00 0 0 0 0 W 156-15sfrA 0.059 s 0.00 0.00 0 0 0 0 W 12F -Ow 0.065 w 4.52 0.86 0 0 0 0 W U032 S035 0.320 w 22.24 38.38 0 0 0 0 W 1513-15sfo-4 0.059 w 0.00 0.00 0 0 0 0 C 18A-38ad 0.029 2.02 0.58 2 2 3 1 C 18A-38ad 0.029 2.02 0.58 815 815 1642 471 F 20P -30t 0.035 0.00 0.00 0 0 0 0 F 21A -20t 0.027 0.00 0.00 0 0 0 0 6 c) AED excursion -179 Envelope lose/gain 4617 2346 12 a) Infiltration 953 110 b) Room ventilation 0 0 13 Internal gains: Oocupants@ 230 0 0 Appliances(other 800 Subtotal (lines 6 to 13) 5570 3256 Less external load 0 0 Lesstransfer 0 0 Redistribution 180 34 14 Subtotal 5749 3290 15I uct s -0% On/o 0 0 Total room load 5749 3290 Air required (dm) 158 247 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _..._ -`�r- wright vo t- Uponor System Design Software 19.0.04 RSU06034 2019 -Apr -15 Pa14:ge 15 nResidence, 3547DepewSt, Wheat Ridge,CO.rLp Calc =MJ8 Frort Door faces: E 9 LL, \ O 7ƒ m7e= \Jf & k�§\� a 2 /f =\ L) ƒC/ / 6 = p � f $ E f % L) / 7 % r = -- 2 = 7 / ypy\ § / » \ JE / / fR % JE \ b ° ® m � I n I O / / ! \ c m/ LL CE= \ E f \ 2 5=-2 $ . 4) 0.0 LlJ 3: \ ~ Lo 7 $ \ \ cis \ \ \ 0 C 0C, I y 0 � c= ....... _..�.. . � � 3 . .... b § u / 0 O LL Z 2a. 2 CEM0 U 2 Q o \ LU Z z 0 , � %R W LU O 0 0 � � c 0 � 9� a O M M � c) �T O � f6 a - N a -- - 4 � �o J LL =agop>cnw 0cwnLLWUw Na0 0 z - ----- V M U N f .M U) L% L i N M � `l = Of 00 N N Lo - N c CO � 00 � _ 0 00 U O OOD 0 _ OD co N(D r-1 i 72co 3 s X � a> I— N U d as J LO �_ C m _ � ap M o U ;O 3� L W o c � m � m` E - � o x Za W Z M N W z 0 2 Q 0 LU a.ZQO N� O LLZ ® Duct System Summary Job: O'Brien Residence, 3547... Date: Apr 05, 2019 Enser Consulting, LLC 1st Floor System By. Enser Consulting, LLC (30 3) 725-8836 info@EC-Denver.com For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.70 in H2O 0.31 in H2O 0.39 in H2O 0.133 /0.257 in H2O 0.076 in/100ft 595 cfm 511 Cooling 0.70 in H2O 0.31 in H2O 0.39 in H2O 0.133 / 0.257 in H2O 0.076 in/100ft 770 cfm Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BR Mall h 637 15 11 0.092 4.0 Ox 0 MtFx 20.6 125.0 st1 Bath h 1596 39 24 0.087 5.0 Oxo MtFx 17.6 135.0 st1 Bedroom c 1392 42 93 0.085 7.0 Oxo MtFx 37.7 120.0 st1 Bedroom4-A C 1392 42 93 0.076 7.0 Oxo MtFx 29.9 145.0 st1 Crawl Space h 3112 75 15 0.091 6.0 Ox 0 MtFx 26.4 120.0 st1 Crawl space -A h 3112 75 15 0.090 6.0 Ox 0 MtFx 27.8 120.0 St1 A Crawl Space -B h 3112 75 15 0.115 6.0 Ox 0 MtFx 25.8 90.0 st1 Entry -A h 1394 34 18 0.097 5.0 Ox 0 MtFx 12.3 125.0 st1 Kitchen c 821 11 55 0.086 6.0 Ox 0 MtFx 30.9 125.0 st1 Living/Dining c 2045 50 137 0.082 8.0 Ox 0 MtFx 43.5 120.0 St1 B Living/Dirrng-A c 2045 50 137 0.082 8.0 Ox 0 MtFx 26.9 135.0 st1 B I-Mng/Dirrng-B c 2045 50 137 0.094 7.0 Oxo MtFx 32.5 110.0 st1A Mud h 1577 38 20 0.091 5.0 Ox 0 MtFx 21.3 125.0 St1 B * wrightsc3ft" 2019 -Apr -1514:40:28 ,..,a.."' UponorSystemDesignSoftware19.0.04RSU06034 Pagel n Residence, 3547 Depew St, Wheat Ridge, CO.rup Calc = MJ8 Front Door faces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 PeakAVF 595 770 0.076 693 13.2 10 x 16 ShtMeU st1A PeakAVF 263 446 0.082 642 10.6 10 x 10 ShtMetl st1 st1B PeakAVF 138 294 0.082 529 9.1 8 x 10 ShtMetl st1A * wrightsc3ft" 2019 -Apr -1514:40:28 ,..,a.."' UponorSystemDesignSoftware19.0.04RSU06034 Pagel n Residence, 3547 Depew St, Wheat Ridge, CO.rup Calc = MJ8 Front Door faces: E Return Branch Detail Table Name Grille Size (in) Htg (cfin) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Mab Trunk rb3 Ox 0 225 44 263.5 0.097 413 10.0 Ox 0 MtFx rt1 rb5 Ox 0 72 135 336.2 0.076 386 8.0 Ox 0 MtFx rt1 rb6 Ox 0 72 135 187.3 0.137 386 8.0 Ox 0 MtFx rt1 rb7 Ox 0 72 135 140.6 0.182 386 8.0 Ox 0 MtFx rt1 rb8 Ox 0 72 135 149.8 0.171 386 8.0 Ox 0 MtFx rt1 rb2 Ox 0 84 187 146.8 0.175 534 8.0 Ox 0 MtFx rt1 Return Trunk Detail Table Name Trunk Type Htg (CIM) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 PeakAVF 595 770 0.076 693 13.2 10 x 16 ShtMetI wrightsoft° 2019 -Apr -1514:40:28 ..,,e..,..... .. Uponor System Design Software 19.0.04 RSU06034 Page 2 ...n Residence, 3547 Depew St, Wheat Ridge, CO.r p Calc = MJ8 FrortDoor faces: E © Duct System Summary Job: O'Brien Residence, 3547 ... Date: Apr 05, 2019 2nd(3rd FI Syst. By. Enser Consulting, LLC Enser Consulting, LLC (303) 725-8836 info@EC-Denver.com For: O'Brien Residence 3547 Depew Street, Wheat Ridge, CO External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest fiction rate Actual airflow Total effective length (TEL) Heating 0.70 in H2O 0.34 in H2O 0.36 in H2O 0.191 /0.169 in H2O 0.073 in/100ft 630 cfm 492 Cooling 0.70 in H2O 0.34 in H2O 0.36 in H2O 0.191 /0.169 in H2O 0.073 in/100ft 965 cfm Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Mab Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 2nd FI StrsMall c 1225 38 92 0.073 6.0 Ox 0 ShMt 40.5 220.0 st2A Attic h 2809 77 41 0.179 5.0 Ox 0 MtFx 6.5 100.0 st2 Bath 2 h 1328 37 20 0.121 5.0 Ox 0 MtFx 23.1 135.0 st2 Bath4 h 517 14 8 0.077 4.0 Oxo ShMt 21.8 225.0 St2A Bedroom 2 c 983 68 74 0.183 5.0 Ox 0 MtFx 9.5 95.0 st2 Bedroom 2-A c 983 68 74 0.166 5.0 Ox 0 MtFx 10.0 105.0 st2 Bedroom 3 c 1165 34 88 0.075 6.0 Ox 0 ShMt 48.5 205.0 St2B Bedroom 3-A c 1165 34 88 0.078 6.0 Ox 0 ShMt 49.8 195.0 St2A Landry c 190 0 14 0.082 4.0 Ox 0 ShMt 22.3 210.0 St2A Master Bath c 697 46 52 0.093 5.0 Ox 0 ShMt 24.3 180.0 St2A Master Bedroom c 2156 47 162 0.073 8.0 Ox 0 ShMt 40.8 220.0 St2B Master Closet h 385 11 5 0.078 4.0 Ox 0 ShMt 15.5 230.0 St2A Rec Room c 1645 79 124 0.077 7.0 Oxo ShMt 37.8 210.0 st2B RecRoom-A c 1645 79 124 0.079 7.0 Oxo ShMt 52.0 190.0 St2A wrightsoft^ 2019 -Apr -1514:40:28 � , Uponor System Design Software 19004 RSU06034 .., ,.,� .1�.v. ..o.ur.� . . Page n Residence, 3547 Depew St, Wheat Ridge, CO.np Calc = MJ8 Frond Door faces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 PeakAVF 630 965 0.073 695 14.5 10 x 20 ShtMeti st2A PeakAVF 381 756 0.073 681 13.2 10 x 16 ShtMeti st2 st2B PeakAVF 160 373 0.073 538 10.1 10 x 10 ShtMetl st2A wrightsoft^ 2019 -Apr -1514:40:28 � , Uponor System Design Software 19004 RSU06034 .., ,.,� .1�.v. ..o.ur.� . . Page n Residence, 3547 Depew St, Wheat Ridge, CO.np Calc = MJ8 Frond Door faces: E Return Branch Detail Table Return Trunk Detail Table Name Grille 49 Clg TEL Design Veloc Diam H x W Stud/Joist Duct PeakAVF Name Size (in) (cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb14 Ox 0 245 520 231.3 0.073 487 14.0 Ox 0 MtFx rt2 rb10 Ox 0 135 148 112.4 0.151 423 8.0 Ox 0 MtFx rt2 rb11 Ox 0 125 148 130.8 0.129 425 8.0 Ox 0 ShMt rt2 rb4 Ox 0 125 148 119.5 0.142 425 8.0 Ox 0 ShMt rt2 Return Trunk Detail Table Name Trunk Type Htg (cfm) Clg Mm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt2 PeakAVF 630 965 0.073 579 13.5 10 x 24 ShtMetl Wrl htsof - 2019 -Apr -1514.40:28 ng ..... , Uponor System Design Software 19.0.04 RSW6034 Page 4 ACCk ...n Residence, 3547 Depew Sl, Wheat Ridge, CO.r p Calc = MJ8 Frort Door faces: E EXHIBIT A Legal Description R E I V E D EASEMENT AREA - A PORTION OF THAT PARCEL OF LAND AS DESCRIBED AND CONVEYED IN THAT CERTAIN WARRANTY DEED RECORDED MAY 1, 2013 AT RECEPTION No. 2013051762, LYING WITHIN THE NORTHEAST QUARTER (NE 1/4) OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER (NE 1/4), FROM WHENCE THE NORTHWEST CORNER OF SAID NORTHEAST QUARTER NE 1/4) BEARS NORTH 89059'57" WEST A DISTANCE OF 2648.14 FEET, WITH ALL BEARINGS HEREIN RELATED THERETO; THENCE SOUTH 53015'43" WEST, 1757.87 FEET TO THE NORTHWEST CORNER OF SAID PARCEL, AND BEING ON THE SOUTHERLY LINE OF THE ROCKY MOUNTAIN DITCH RIGHT-OF-WAY, AND BEING THE POINT OF BEGINNING; THENCE ALONG THE BOUNDARY OF SAID PARCEL, AND ALONG SAID SOUTHERLY LINE OF SAID DITCH RIGHT-OF-WAY, SOUTH 73035'09" EAST, 66.82 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY AND SAID SOUTHERLY LINE, SOUTH 00-17,30" EAST, 4.34 FEET TO A POINT; THENCE NORTH 79027'39" WEST, 65.16 FEET TO A POINT ON THE AFOREMENTIONED BOUNDARY OF SAID PARCEL; THENCE ALONG SAID BOUNDARY, NORTH 00°17'30" WEST, 11.30 FEET TO THE POINT OF BEGINING. CONTAINING ±500 SQUARE FEET OR ±0.011ACRES OF LAND, MORE OR LESS. End of Legal Description. \\\\11111111111//////// p00 L / c 38060 P = //Innnllul\ Frank M. Zwolinski, P.L.S. Colorado Liccnse #38060 For and on behalf of Power Surveying Company, Inc. 303-702-1617 EXHIBIT A Legal Description Exhibit N8959'57"W 2648.14'(M) BASIS OF BEARINGS (NORTH LINE OF THE NE 1/4 OF SEC 25) of w ,? W. 38th AVENUE c �S 1985 �� FOUND 3-1/4" DIAM. ALUM. CAP IN RANGE ��'� T3S S 2R69W BOX, MARKED AS SHOWN (ACCEPTED AS NW w ��1. POINT OF COMMENCEMENT 2 J� COR OF NE 114 OF SEC 25, L JS., R. 69W) S�J�j 4s* ' FOUND 5-714" DIAM. ALUM. �y S 25 i CAP IN RANGE BOX, Is 13212 UI (ACCEPTED AS NE COR OF PFY mow � �' SEC 25, T 3S, R. 69W) RSC -509, POINT OF �, i 66 82' BEGINNING N79' }— N00'17'30"W 2739 W 6516 S00'17'30"E �� y iN 11.30' 4.34 EASEMENT AREA: [500 S.F. (0.011 acres) ----- UNPLATTED ZONED R -IC x ----------------- �' E—E W ori O U � V] L V W U O 16' WIDE PUBLIC SEWER EASEMENT IN FAVOR OF CITY D, W OF WHEAT RIDGE SANITATION z DISTRICT PER BOOK 660, 3505 Depew Street W w PAGE 465 (1-23-1950) (deed at Rec. #2013051762) F o UNPLATTED w Ln ZONED R -IC 0 z UNPLATTED ZONED R-2 E— w 0 w z I E— W. W. 35th AVENUE I N SCALE: 1" = 40' 40' 0 20' 40' City of j9rWh6at I 9C PUBLIC WORKS Memorandum E TO: Scott Cutler, Planner II Per FROM: Dave Brossman, Development Review Engineer DATE: January 2, 2019 SUBJECT: MS -17-07 / O'Brien Subdivision — 3rd PW Civil Review Comments I have completed my third review of the Civil Construction Plans and Engineer's Cost Estimate for the property located at 3505 Depew Street received on December 19, 2018, and the following are my comments: CIVIL ENGINEERING Drainage Letter: 1. All previous comments have been addressed; the Letter is hereby found to be approvable; the engineer will need to provide a seal and signature on the PDF of the Letter and return for approval. Civil Construction Plans Upon completion of the minor comments below the engineer will need to provide a seal and signature and return for approval. Sheet C201 (Plan & Profile): 1. Rename the sheet title to "Plan & Profile". 2. On the plan view (as previously requested): a. Please align the profile and baseline with the plan view so all stations directly correspond vertically. b. Specify the vertical datum used for the elevations on these plans (i.e., NAVD88). Sheet C401 (Details): a. The details appear to be missing from the PDF. Engineer's Opinion of Probable Cost 1. The Cost Estimate is approvable. Upon approval of all documents a copy containing the Public Works approval stamp will be returned. O'Brien Subdivision Civil Review-3.ltr.docx Public Works Engineering January 2, 2019 Page 2 OTHER REQUIREMENTS: 1. Fees in Lieu of Construction: Public improvements along W. 35`h Avenue are required to be constructed or fees in lieu of construction may be taken in the amount of $4,434.00. This amount covers 45 linear feet of vertical curb & gutter and 5' attached monolithic sidewalk, along with one (1) ADA ramp. It appears the applicant has chosen to pay the fees, which by Section 26-417 of the Municipal Code of Laws must be received prior to recordation of the subdivision plat. 2. Subdivision Improvement Agreement: Prior to the issuance of any Building or Right -of -Way Construction Permits or the commencement of any construction activities, a Subdivision Improvement Agreement (SIA) shall be executed by the project owner/developer. The project owner/developer will need to contact the Dept. of Community Development at 303.235.2846 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. Public Improvements Cost Estimate & Guarantee: Upon acceptance of the Itemized Engineer's Cost Estimate, an Irrevocable Letter of Credit (ILOC) in the amount of $26,811 reflecting the total amount of the approved cost estimate plus 25% (125% of the total estimate) shall be submitted by the owner/developer for review and approval at the time of SIA submittal. The ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 4. 2 -Year Warranty Period and Guarantee for Public Improvements: Upon completion of all public improvements and Final Acceptance has been granted by the City Inspector, the original Irrevocable Letter of Credit shall be surrendered. At that time a 2 -year warranty period for the completed and approved public improvements shall commence. If at any time during said 2 - year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2 -year Warranty Period, a 2nd Letter of Credit in the amount of 25% of the original itemized engineer's cost estimate shall be submitted to the City of Wheat Ridge and be dated as to expire on the 2 -year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2 -year Warranty Period. Upon completion of the 2 -year Warranty O'Brien Subdivision Civil Review-3.ltr.docx Public Works Engineering January 2, 2019 Page 3 Period, the 2 Letter of Credit shall be surrendered by the City of Wheat Ridge. 5. Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. CC: Steve Nguyen, Engineering Manager Mark Van Nattan, Engineering Technician File O'Brien Subdivision Civil Review-3.ltr.docx OWNER'S CERTIFICATE T KELLY A. KALE5, BEING 7W OWNER OF REAL PRCPiPTY CON7A/NWO 03448 ACRES 0£SCROM AS FOLLOW6: ALL Of LOTS 15 TAROUCH 78 /NCLU94E OF BE" 7 OF CGL'UM&A HE/OHM AND ALSO BEING ALL OF THAT REAL PROPERTY A$ DESCRIBED AND CONVEYED /N THAT CERrATN WARRANTY OaD RECORDED MAY 1, 20/3 AT RECEPAON Na 2013051762, L YWG WORN TTIE NORIWAST QUARTER (NE 1/4) OF SECTION 25, rObINSH/P J 55IX17H, RANCE 69 NEST O" 7H£ StrrN PRINCIPAL WRIOTAN, CITY OF WHEAT RAPOE, COUNTY Or ..fTTERSO . STATE -OF COLWA00 MORE PARTCULARL Y DESCRB£D AS FOLLOWS COIIACNONG AT ANF NCRTHNEST CORNER OF SAID NORTH£A5r (.V)AR7ER (AE 1/4) FROM NNENCE INE NORTHEAST CORNER OU SAID NORTHEAST QUARIER (NE 114) BEAR5 SOUTH 895957' EAST A DISTANCE O' 264814 FEET, WAY ALL BEARINGS HEREIN RELATED TH£RErO THENCE ALONG THE NORTH LIAE or SAID NOPAVfAST OUARIFR (NF 1/4), SOUTH 895957' £AST, IJ2407 FEEr TV TWE NOR7WAST CORNER OF THE NORTHMEST OUARTER (NW I/4) Cr SAID NORTHEAST WARIER (NE 1/4); THENCE ALONG THE EAST LINE OF 5440 NCR7H9EST QUARTER (NW 1/4), SW7N 007730' EAST, 1.12202 FEET TO IRE SOUTHEAST CORNER OF SAID NORTHNES7 QUARTER (NW 1/4J- 7HENCE ALONG 7HE SOUTH LAVE OF SAID NORTHNEST WARIER (NW 1/4), SLYITI 895053" IM•ST, 2500 FEET TO A PONT 2500 FEET DISTANT FROM S4/0 EAST UNE,' THENCE LEA WNG SND SOUTH LINE PARALLEL WIN SAID EAST LINE NORTH 007730' NEST, 3002 FEET TO A PONT 3000 FEET DISTANT FROW SAID SOUZY UNE; AND BEING 7HE POWr OF BEGAW NG, 7WNCf ALONG THE EX71-RIOR 80VWARY OF SNP REAL PROPERTY THE FCELOWNG FOUR (4) COURSE'S 1. PARALLEL WIN 5" SOUTH LMIE; SOUTH 8950'53' Nf"5T, 6S DDI FEET TO A PCWT 2. PARAU£L WIH SATO EAST L/N£ NORTH 0077JO' NEST, 240.75 FEET TO THE SOUTH UNE LF THE ROCKY MOUNTAIN D17M J 7HENCE ALONG SAID 9777TH/ UNE, SOUTH 7J'35'O9- EAST 6786 FEET 70 A PONT 2500 FE£r DISTANT FROM SND EASY LTV£, 4. PARALLEL WTH SAID £AST UNE, SOUTH 0277-30' EAST, 221.40 FEE7 70 7HE PANT OF BEGYNN/NO COVTA/N/NG IA019 SNARE FEET oR 0..3448 ACRES OF LAND, MORE OR LESS HAVE LAID OUT, SUBOWDED AMC PLATTED SATO LAND AS PER INE DRAWNG NEWOV COWTA/NiD UNDER THE NAME' AND STKf 01 0$ROV SUB0/MS7CW, A SUD91N9OV OF A PART CF THE Cry a' WHEAT RIDGE, COLORADO AND BY rHESE PRESEN7S 00 DL'DICA TE TO TN£ ar✓ OF NN£AT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHORN AS RYG HT--O''-WAY, AND DO FURTHER aMr-47E 70 THE C17Y Or weAr MW ANO THOSE MUANCPALLY OWNED AND/OR MUNICIPALLY FRANCRSED UT1LIAfS AND .S£RNC£S THOSE PORTONS OF REAL PROPERTY SHONN AS EASEMENTS FOP THE CONSTIWrIaV. INSTALLA BONN, OPERAnOk MAINTENANCE, REPAIR AMO REPLACEMENT MR ALL WRWC£S 7715 INOLKfS BUT IS NOT L/AVSD TO ?n1PHCWE AMYL £LECOWC I/NES OAS LIES WATER AND SANITARY S£WR LINES HYIMANN STORM WATER SYSTEMS AND P7PEs OETEN710N PONDS STREET UG7YTS AND ALL APPURIENANCt-5 THERETO KFLL +HA.he d•— NOTA /R/.Y'�A''C,KNOWLEDGMENT STA TE OI ypLpTypp.. J -Ny. ) ss COUTNrY OF vrrrt(y ) THE FO!GO"NG C£RAFKAI£ OF DED/CANON AA42 ONN 9RP WA J BY ICe1l.A tR 5' ACKNOWfOGED BEFORE ME 7MS DAY CF SA,n�.�.1 20 9_, /T TAMA�ADml,1M NOTARY PU&IC1 .—_ HofklYN� SiAIE(Ar(A10lALA H9Gh W 1CMIIIfID (W C'ONtl19A1M pOp®AR LEL MY L1?VN/590N fXPlRES' °I.4:_�._ ADDRESS OF NOTARY.• 7'f00 LJ ?1"" ",4 ,w low I_ DATA TABLE AREA (SF) I AREA (AC) LOT 1 9,120 0.2094 LOT 2 5,678 0.1303 R/W DED. 221 0.0051 TOTAL 15,019 0.3448 STATEMENT OF ACCURACY THE XODE77C PONT C'OORDINA TE DATA 9HONN HEREIN HAS BEEN DERIVED FROM 7W NAD 8J HARK STATE PLANE COLORADO CENTRAL nPS 0502 COOTDINA IF SYSTEM. AND HAS A 80RZaVTAL ACCURACY aAssrCA TOY OF 007 US SURVEY FEET AT THE 95X COVFYDENCE LEL£, AS DEFINED /N THE 66OSP4TLAL PW170WNG ACCURACY STANDARDS OF THE F£0£RAL GEODETIC COVIRO "COMMITTEE (FGOC-SIU-027.1-1998). SHEETINDEX SHaT 7- COWR 94fFr 9ffr 2- PLAT O'BRIEN SUBDIVISION A PORTION OF THE NORTHWEST QUARTER (NW 1,4) OF THE NORTHEAST QUARTER (NE 114) OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET I OF 2 VICINITY MAP Scale: L"-2000' ACCEPTANCE ACKNOWLEDGMENT rw arr LF IMSAT A" C'OIOB10q 7ERE8YACCEPTS THE aMrAMV AAO COVWYANCE rO THE OrY ar WZ LOTS rRACM E49WNTS MLD OTHER RVMnIS M REAL PRa-[Rrr DMOIED LW 7x15 PLAT AS B£WG LlA'CAIED TO D,E arr FLP . mr PURPOSFS (y(7YM AO KR ATTEST off;! a STY af1R1( DATEf�-/7_._---- CITY CERTIFICATION APPRO1W IMS _-/_ DAY OF ._.. A�.!0'✓F'ME ATIESr (�pfrarr � i t ., tY tfi rp TAR V LVREC x PUBLIC k - 20 -11 BY THE CITY OF W fAT ROW.. M4 MR BASIS OF BEARINGS SOUTH 89595," £AST BEING THE BEARING OF THE NORM LIVE OF THE NORTHEAST CVIARIER (NE 1/4j OF SECTION 24 RTNNSiiw J SW7N, .RANGE 69 NEST OF rH£ 9XTH PRINCIPAL MEWAN. AS DEFIED ANO MEASURED 8Er14EE7V THE MAWAMENTS FOUAt7 AND SHOWN HEWOX 4 GENERAL NOTES I, ACCORDING TO COLORADO UW YOU MUST OWHMENCE ANY LEGAL AC770V BASED UPON ANY DEFECT IN TRIS SURREY WrHIN THREE FEARS AFTER YOU RR5T DISCOF£R SUCH OEFECr AV NO £4£NT, MAY AN ACTON 8A5E0 UPON ANY DEFECT /N THIS 517RVEY B£ COMMEHC'ED MORE THAN IEN YEARS FROM THE DA 7F CF THE CERnRCA77OV SHORN HEREON 2. 77W5 SURVEY 00.5 NOT C0NST77U7E A 777,E SEARCI By POKER 9L?W 1NG Ca, INC FaR /NFORMAROV REGARDING BOUNDARY, EASEMENTS AND TT£, POKER 9jRVErMC CO., 4W RELIED UPON 7HE FO(LOWNC TRE CLIMA#iWNT ISSUED 8Y RRSr AMERICAN 717,E INSURANCE COMPANY.' COAAWTUMT No. NC5-862159-CO. WTH AN D7EC77W DATE OF ,VLY 15, 2017 AT A32 P.M 3 FLOOD ZONE DE:54vATCW: ALE SYTB..ECT PROPERTY HIES ENTRELY W7MN ZONE X (AREAS DETERMINED TO BE OU1S1DE THE 02X PERCENT AAWUAL CHANCE fLOCVRAW). AS SHOWN ON FEMA FIRM. MAP .0MO59 C 0218F, WIN AN EFTECTV£ DATE OF FEBRUARY 5 1014. 4. FTELD SORWY COMPLETION COUPLETON DATE WLY 1B 2077. 5. 7HE SEI&ECT PROPERTY CONTAINS 1, 019 TOTAL SNARE FEET OR OJ448 4CPfS OF LAND, MOR£ OR LESS 6. ALL DISTANCES FOR TRIS PLAT ARE SHOW USING (pROUNO) MMnED STA 7E PLANE WASUR£MEN7S (US .9JRIEY FEET ROUNDED T7 THE N£ARrsr Do) CCN957rNT WrH THE CURRENT Cry DATUM a ALE CURRENT CTY DA TUN COORDINA IE SYSTEM USED IS A CROLANO-BASED MC&nED FORM OF THE NAD"2 STATE PLANE C000WINA IF SYSTEM, COLORADO CEN7RAL ZONE 0502. b. WR77CAL OATW USED IS AHE NORTH AROWCAN V£RTCAL DATUM OF 1988 (NA088). c CROWD TO GRID COMBINED SCALE FACTOR 15 0.99974780.i', SCALED FROM BASE PONT PHACI (PERMANENT H/GN ACCURACY CONTROL POWT /1) HAWK THE FOYLONING NA083192 STATE PLANE COOIRDINA7£S PMACPNCP7MNC• 170715875, EAS77NG' J118177.SQ EL£VATOV: 5471.81 fFfT 7 U7RI rY EASEMENTS EASEMENTS ARE HEREBY GRAN/f0 LIN PAYYATE PROPERTY A5 -90 ON 7TH AHE PLAT. 7HESE EASEMENTS ARE OMC410 FOR THE /NSIAILATONI. MAIN7FNANC& AND RMAC.EMEN7 O ELEC7MC, GAS IELEN90N CA&E, DRAINAGE AND InECGMMU.WA77OVS FACLITTS. PERMANENT STRUCTURES AND WARR METERS SHALL Nor ITE PmwrxE5 Wrmv SND UTLIIY EASEMENTS SURVEYOR'S NOTE "PER COLORADO RENSED swuir5 .SEC 38-51-106 (L) ALL LINEAL UNITS OEPICAO ON IMS LAND SURVEY PLAT ARE US SURVEY FEET DIVE METER EQUALS J9..3r7 DIK"D BY 17 US SURVEY FEET ACCORDING TO THE NATOVAL WSTII/TE Or STANDARDS AND 7FaHNCYOGY.' SURVEYOR'S CERTIFICATE 1, RICHARD B GABR7EL DO HERBY CERTFY THAT THE SURwr CF INE BOUNDARY OF 'OBR/fN SU6ON9CN' NAS MADE BY MC OR UNDER MY OP£CT SUPERM570v AND TO THE BEST OF MY KNOWE06C INIFORMARON AND BELIEF, IN ACCORDANCE' W7H ALL APPLLCAB(E COLORADO STATUTES CURRENT RENS£D EOTCN AS AMENDED,, THE ACCOWPANY/NG PLAT ACCURATELY RfPRE5EN7S SAID SURVEY, RICHARD 8 GASRIEL P.L.S. COLORADO LICENSE• NO 37929 FOR AND ON BEHALF OF POKER SURV£YINO COMPANY. !r.1,. 150 W 84TH AVENUE INORNMOK CO 80260 (JOJ) 702-1617 .s.POrns myft..— ppADO ]7y2y aAIO COUNTY CLERK AND RECORDER'S CERTIFICATE STATE O COCRAD7 ) )ss C"rY OF .ETTERSYN ) 17EREBY C£RTFY THAT THIS PLAT WAS FILED IN THE Ofk7CE OF THE CLERK AND RECORDER OF JEFFERSON COUNTY AT 192ar O'CLOCK -A M. ON THE At DAY LIF t y A. 201'D., IN 60(* ___- PAGE RECEP17ON Na. .�.�_� -paYj& .Al. F S, ` NTr CLERK NO NND RECORDER BY R Case History MS -17-07 �w _ d,.6VAl.r /949 .m,wau COVER SHEET MN DA 1E: 501-17-797 SHEET I OF 2 70 wa w LAKE RIIODAj - _- r -. A1'FVI'F: A. 38th STi'E o AREA a _ - y a s 3 i W, 38th AVF%UF. i j W. 35th AVZ, E W Vnd LVE4t p /CRO1R4 N. 29th %lE\114, HIL.LJ L W. 26th Al E\I.E x SLOAN - MICE VICINITY MAP Scale: L"-2000' ACCEPTANCE ACKNOWLEDGMENT rw arr LF IMSAT A" C'OIOB10q 7ERE8YACCEPTS THE aMrAMV AAO COVWYANCE rO THE OrY ar WZ LOTS rRACM E49WNTS MLD OTHER RVMnIS M REAL PRa-[Rrr DMOIED LW 7x15 PLAT AS B£WG LlA'CAIED TO D,E arr FLP . mr PURPOSFS (y(7YM AO KR ATTEST off;! a STY af1R1( DATEf�-/7_._---- CITY CERTIFICATION APPRO1W IMS _-/_ DAY OF ._.. A�.!0'✓F'ME ATIESr (�pfrarr � i t ., tY tfi rp TAR V LVREC x PUBLIC k - 20 -11 BY THE CITY OF W fAT ROW.. M4 MR BASIS OF BEARINGS SOUTH 89595," £AST BEING THE BEARING OF THE NORM LIVE OF THE NORTHEAST CVIARIER (NE 1/4j OF SECTION 24 RTNNSiiw J SW7N, .RANGE 69 NEST OF rH£ 9XTH PRINCIPAL MEWAN. AS DEFIED ANO MEASURED 8Er14EE7V THE MAWAMENTS FOUAt7 AND SHOWN HEWOX 4 GENERAL NOTES I, ACCORDING TO COLORADO UW YOU MUST OWHMENCE ANY LEGAL AC770V BASED UPON ANY DEFECT IN TRIS SURREY WrHIN THREE FEARS AFTER YOU RR5T DISCOF£R SUCH OEFECr AV NO £4£NT, MAY AN ACTON 8A5E0 UPON ANY DEFECT /N THIS 517RVEY B£ COMMEHC'ED MORE THAN IEN YEARS FROM THE DA 7F CF THE CERnRCA77OV SHORN HEREON 2. 77W5 SURVEY 00.5 NOT C0NST77U7E A 777,E SEARCI By POKER 9L?W 1NG Ca, INC FaR /NFORMAROV REGARDING BOUNDARY, EASEMENTS AND TT£, POKER 9jRVErMC CO., 4W RELIED UPON 7HE FO(LOWNC TRE CLIMA#iWNT ISSUED 8Y RRSr AMERICAN 717,E INSURANCE COMPANY.' COAAWTUMT No. NC5-862159-CO. WTH AN D7EC77W DATE OF ,VLY 15, 2017 AT A32 P.M 3 FLOOD ZONE DE:54vATCW: ALE SYTB..ECT PROPERTY HIES ENTRELY W7MN ZONE X (AREAS DETERMINED TO BE OU1S1DE THE 02X PERCENT AAWUAL CHANCE fLOCVRAW). AS SHOWN ON FEMA FIRM. MAP .0MO59 C 0218F, WIN AN EFTECTV£ DATE OF FEBRUARY 5 1014. 4. FTELD SORWY COMPLETION COUPLETON DATE WLY 1B 2077. 5. 7HE SEI&ECT PROPERTY CONTAINS 1, 019 TOTAL SNARE FEET OR OJ448 4CPfS OF LAND, MOR£ OR LESS 6. ALL DISTANCES FOR TRIS PLAT ARE SHOW USING (pROUNO) MMnED STA 7E PLANE WASUR£MEN7S (US .9JRIEY FEET ROUNDED T7 THE N£ARrsr Do) CCN957rNT WrH THE CURRENT Cry DATUM a ALE CURRENT CTY DA TUN COORDINA IE SYSTEM USED IS A CROLANO-BASED MC&nED FORM OF THE NAD"2 STATE PLANE C000WINA IF SYSTEM, COLORADO CEN7RAL ZONE 0502. b. WR77CAL OATW USED IS AHE NORTH AROWCAN V£RTCAL DATUM OF 1988 (NA088). c CROWD TO GRID COMBINED SCALE FACTOR 15 0.99974780.i', SCALED FROM BASE PONT PHACI (PERMANENT H/GN ACCURACY CONTROL POWT /1) HAWK THE FOYLONING NA083192 STATE PLANE COOIRDINA7£S PMACPNCP7MNC• 170715875, EAS77NG' J118177.SQ EL£VATOV: 5471.81 fFfT 7 U7RI rY EASEMENTS EASEMENTS ARE HEREBY GRAN/f0 LIN PAYYATE PROPERTY A5 -90 ON 7TH AHE PLAT. 7HESE EASEMENTS ARE OMC410 FOR THE /NSIAILATONI. MAIN7FNANC& AND RMAC.EMEN7 O ELEC7MC, GAS IELEN90N CA&E, DRAINAGE AND InECGMMU.WA77OVS FACLITTS. PERMANENT STRUCTURES AND WARR METERS SHALL Nor ITE PmwrxE5 Wrmv SND UTLIIY EASEMENTS SURVEYOR'S NOTE "PER COLORADO RENSED swuir5 .SEC 38-51-106 (L) ALL LINEAL UNITS OEPICAO ON IMS LAND SURVEY PLAT ARE US SURVEY FEET DIVE METER EQUALS J9..3r7 DIK"D BY 17 US SURVEY FEET ACCORDING TO THE NATOVAL WSTII/TE Or STANDARDS AND 7FaHNCYOGY.' SURVEYOR'S CERTIFICATE 1, RICHARD B GABR7EL DO HERBY CERTFY THAT THE SURwr CF INE BOUNDARY OF 'OBR/fN SU6ON9CN' NAS MADE BY MC OR UNDER MY OP£CT SUPERM570v AND TO THE BEST OF MY KNOWE06C INIFORMARON AND BELIEF, IN ACCORDANCE' W7H ALL APPLLCAB(E COLORADO STATUTES CURRENT RENS£D EOTCN AS AMENDED,, THE ACCOWPANY/NG PLAT ACCURATELY RfPRE5EN7S SAID SURVEY, RICHARD 8 GASRIEL P.L.S. COLORADO LICENSE• NO 37929 FOR AND ON BEHALF OF POKER SURV£YINO COMPANY. !r.1,. 150 W 84TH AVENUE INORNMOK CO 80260 (JOJ) 702-1617 .s.POrns myft..— ppADO ]7y2y aAIO COUNTY CLERK AND RECORDER'S CERTIFICATE STATE O COCRAD7 ) )ss C"rY OF .ETTERSYN ) 17EREBY C£RTFY THAT THIS PLAT WAS FILED IN THE Ofk7CE OF THE CLERK AND RECORDER OF JEFFERSON COUNTY AT 192ar O'CLOCK -A M. ON THE At DAY LIF t y A. 201'D., IN 60(* ___- PAGE RECEP17ON Na. .�.�_� -paYj& .Al. F S, ` NTr CLERK NO NND RECORDER BY R Case History MS -17-07 �w _ d,.6VAl.r /949 .m,wau COVER SHEET MN DA 1E: 501-17-797 SHEET I OF 2 O'BRIEN SUBDIVISION A PORTION OF THE NORTHWEST QUARTER (NW 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF TFIE SIXTH PRINCIPAL MERIDIAN- CITI' OF W14EAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 2 W. 38th AVENUE - - dA95 [Y SYAR/Nv'5 NEN [,YC !1F D -V A0 114 CY .SEC IS - - .58959577 1618.11(M) - - - - - - - - - - �/ U ' CY LY9tlRR-CLMNr 1 \ 18js5 FF 6CYA 9 TIN r!w�O F01491 Sia w 1a ` m 1//� I Pm Ax rsra�ISNEC Rv NrP�Laai ' T} W64w /RMY' .f-3/.- IMAM AlNl4[ CAP W:Al-7 5 1 I rf 'N0 .r-1�4 QAM 4UM CAI 65' FANS I•\ f B 1, 41AAKTU 4i SIA71N (1''ii7' A9 Nr C N B7A', MAWW AS 9FMF (ALYEPT7NfI/4CYSfC :S J5. C(P Cs NF HE OI y •. Vii. t. r9M V CIT Oi WHEAT � rm OF tAEAT RIDCt $UAI lNED POINT rslnT.l ems: lDT 11 ZONED RJ CITY OF WHEAT RIDGE. DATUM: CITI' Of WHEAT RIDGE DANK I ZONED K-3 A.E'- ANDERSON N 70SB45.1028 N 705845,1409 IAT I3 E 128725.79119 CONFIT R3 _,-�- _- i -_ _— —'I 1 I SUSA/V/S/ON E 120975,9509 LOT1x_ L7/TCB I LOT16 j ZONED R-3 MD ..T -A �N z0NFU R-3 rCYA1DCII RECYW' ns". LST "— L- $�' Y i!d'BAR, ,M1 CAP 'A35 � 1¢4CK Nr FLVNL /S A:9AR d I. pAV 4RGIpi tMcwPtA;RC CAP r0 td - /p -p(,:+0 Rtso4 i -- .B7 7 •�� ---\ I I RIIICCm E DA7'L'MhT V dfouw, 14 RfbV, NO i r (5 RY (w!.' ft>°'kly=- fxJ CA Z1� I N 704774.UI5 'i `.Ct /7.SL r or 1250:10.01100 I PROPERTY CORNER:_ � 101 d<_ rrrfP 5 ^..-.T ` / I Rr'Y1R0 r4-9?CN, ✓a'If . I Iv s aAr— .,r I ! Jnr vm I \ C 0 A GE D�LK: L _ ((rr j \ N 704795.6190 i� Lot 1A:.Qvyr \\\ E 121905.2101 I I I Nf57 RKX7-GI-rA+ 5,678 s.f. I ar 0.1303 acres ZONED R—IC i Lot + UNPEATTED , 1-7VV r" 7ARLDR IC: s.av PufiG j URIIY E41T NOQDY G9MIfD BY IIwSlrc RAI SOP Pl+tlJt �=) • � wC',�`i \ ' VIU17 WANTED by IR BT 1N5 RA1 '4 . Si o 64.00' ppm off i �' �1 F.1 to I UNPIATIFD ZONEDR-I(' iCr ia^k HERLB, GRAIL„ r / PER DUS PATL'SPLA S.U7 PIAAJG I �4A F I / ZONFMR 2 \ _ ORA By IIERPLA i5 7ANtD R�. � OiANRD BT 1145 RAT 1 Lot 1, \ 9,120 s.f. 0.2094 acres ZONED R- I C `- UNPIATTFD \ I I ZONFU K4C. + 1 j SBIC , C( PU "BUT), CRAM RIFD ' 6Y iH15 MT I � SHEETINDEX SIffT /- COWR 9k7T .WU 1- PEAK HEN LEGEND OF SYMBOLS & ABBREVIATIONS I ,, _ S9I10' ------ - -- ----� CITY 01 WHEAT \I - �� / T wE.57RrGM7-tr-LAAr w9Ge ns r wide RAM De*sdon / �22e1 __ I S7RfAW � � N 704559.04, 4 E 125031.4551pw-. RASPC CAP, PLS J7919, rMCAL MM •' ! mLrn-�- Op 1 fpMD REBAR ! L L4AY. \ 0.0051 ACT(`9 I kYLARLP AT j[h��.j 1 I iNR PIAT 00 0 xt[catE rfttor nA.^,Rc cAP LG u'--_ S & 029' E Or REMW POSITION) i GL/j I (RJ I I Axrr \-8 L.L.IE _l —__ -- — 64.00' vN ,�w5j'w65 �� I I _ i_._.-� RSI?+(-CP'-IN4r L� BEf/iNWG -_. .._-f 935TH AWKE I PROI'ERIY CORNER: CITY_D_F_7HGTT RR)GC DANY:./ •. $ N 704552.9740E •E ! ? I-•�-�--7 - IA-�--- -I------------ 1 ral7L0 J3 MAP I W. 3Sfh AVENUE rAP,'Not ACCEPTED) TI \ A' $I 124966.4951 13 O^ / -_------"-------- '� - - - - - - - - - - — i 58950'3J'N 1 PL& C LANOS SVRtfr SECRON LAVE \. CE CL6' y RW' 7/4 it At 1/4 6f .STC 15 W. 35th AVENUE �-I Js. R F9A. (H ��AN. r 'P STT SCALE.-- I- w ____ii0mm ' wide pubUc �bt-of-ay P -, -W 11 rASt,NE dr W7ERSTCWX,; __ I 20 0 10' 20 -- - -- -' — -- -- ---- -- -- -. _.. —1 I i ( �--� COLUMl31A HE/�rHT1S" I, I SUl3l�IV/S/ON SHEETINDEX SIffT /- COWR 9k7T .WU 1- PEAK HEN LEGEND OF SYMBOLS & ABBREVIATIONS O MONUMENT FOUND, AS MOTTO SET RER,IR ? 7-I/1' aA&r7ER FELLOW O RASPC CAP, PLS J7919, rMCAL MM NOTED OMOWSE (C) CAI CUL A70 (M) ACASVRFO 16 LOT MAIItidR (RJ RECaW RECOS'D EAquDvr LINE 1= (l76MfNS7O1@'D LN ( J BRACYC751 N£W EASEMENT [WANTED 8r POS PLAT (OLMEN✓O V Ni J BRAXL TSJ NEW 10r 4m PER MMMT CftAW 0Y THIS PLAT Aa0A*0 PARM OP LOT LAW --. - CENTER INE — - - PL& C LANOS SVRtfr SECRON LAVE PLAT BIXLNDATTy LAerS Ad reE 1 r Suly M CalM, Ix. F, .4L4sr Tai.. Case History MS -17-07 PLAT TWE (X SUDEOTTAL1N 5000_ PLAT PREPARATION DATF�- SEPTEMBER 1, 7D, ] - SHEET 2 (N City of W heat l i MUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 February 14, 2019 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3505 Depew Street and 3547 Depew Street CURRENT ADDRESS: 3505 Depew Street • O'Brien Subdivision, Lot 1 & 2 NOTES: AUTHO. DATE: 1. Property Owner 2. AddressinjzL&jeffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 3700 Tennyson St., Denver, CO 80212 5. Email to erlinda j.martinezAusps.gov and : at son.g.eddleman(&usps.gov and arlene.a.vickrey(a,usps.gov and sheena.l.abeywAusps.gov 6. Xcel Energy, sandra.cardenas(a)xcelenergy com 7. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 8. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 9. Wheat Ridge Water District 10. Wheat Ridge Sanitation District 11. West Metro Fire District 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.d.wheatridge.co.us DATE: •MAOAt No VP ZY17-� IMOLATM Vicinity Map R & hvavu PQg �! car LOW 142"r MCA rf`p a f► ars rr.r $f LAX 2 0.1303 acres I" ZONED R -IC . I , � oe`'i�eue I �fRMmn1lffPAYWPAS WS WLAT cat LM AMM L _ QFJi 1ID RP 71R 1[A --J 1 Elf I a' M I t ALIONT owl,; �i I I I i �s acPaa ,► r• ntik I YP1ASMC W 10P.V I "won Coem ,.07_lnw mm ULY: •T t [oasf.rvu RP 7M R! ► 1Rft SDC PJC I VT CWT [ARB, � QR*h7 FC m Fun j Lot 1 I 9.120 s.f. 0.2094 acres 20NED R -IC g� i" 1' nlda WW NJ. I 6.0061 Km I