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Home My WebLink About3217 Robb Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: P'Q , `I 't`;, Job Address: '32 1 " ti r, hh Permit Number: jqJ�, l ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE I. ; p Inspection Type: 1 l 4,1 Job Address: 3 2-/ 7 R o&/0 S74 Permit Number: 1 ❑ No one available for inspection: Time ff: _' AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office - INSPECTION NOTICE Inspection Type: f f�z h Job Address: 2-%7 .� Permit Number:�� .,/ - ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes, No When corrections are complete, schedule re -inspection online. Date:, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 313 - o P1 vh, 4( Job Address:'30J-7 11-� o s -/— Permit Number: _ 00 ;3V D 1 N 5-0 ❑ No one available for inspection: Time OPM Re -Inspection required: es No When corrections are complete, schedule re -inspection online. Date: 3 ) Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: m L --S7 Job Address: 2,;�. I ca 24 Permit Number: 21�� Ll No one available for inspection: Time r°-+ AM/PM Re -Inspection required: Yes10 When corrections are complete, schedule re -inspection online. Date:� - 7GZ Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTIOOTICE Inspection Type:'t=� Job Address:_ Permit Number:i_� ❑ No one available for inspection: TimeM/PM Re -Inspection required: Yes When corrections are complete, schedule -re -inspection online. Dat: Inspecor, r CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: %.N.Vj r�, t I Job Address: Permit Number: , q rl LA TU 0,e- <4 61 vim(, 1-`. Lv1. ff'V,)O �A lu o tf -'r I( OV -r-j!rViU24fj-(T;1' y Ll No one available for inspection: Time AM/PM Re -inspection required:e, ;1 No When corrections have been made, schedule for re -inspection online at: 17ttpYlwww.ci. wheatridge. Co. ueinspection A Date: `� - - d I Inspector:_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:�- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: - ? t Inspector:_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:�- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: - ? t Inspector:_ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:jr Job Address:, Permit Number: .� r :C cIrrILIJ 4 a ❑ No one available for inspection: Tim AM/PM Re -Inspection required: Yes --"No When corrections have been made, s u/e for re -inspection online at: http://www.ci.wheatridge.co.usrns�ction .�_,: """� `"' ° s t Dat � .� n Inspe,C-- _ From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Wednesday, January 6, 20219:44:04 AM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential or Commercial? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Residential 3217 Robb St Work Shop Denver 720-746-9240 brad@workshopdenver.com Submitting General L&D Electric LLC Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) 120187 Contract Phone 720-272-1288 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address Idelectricinc@comcast. net Retype Contact Email Idelectricinc@comcast. net Address 01 :K161 Ci 191 [*] 0 N] &TO(6] N :/ Detailed Scope of Construction Meter ONLY Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of 0 scope of work Location of work FRONT Empty Lot (backyard, on roof, etc) Project Value (contract 300 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 11,, X Field not completed. 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Diego Tellez Permit Email not displaying correctly? View it in your browser. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Electric PERMIT - 202100022 202100022 3217 Robb St Temporary construction meter ISSUED: 01/06/2021 EXPIRES: 01/06/2022 *** CONTACTS *** OWNER (72 0) 746-9240 WORKSHOP DENVER SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 300.00 FEES Total Valuation 0.00 Use Tax 6.30 Permit Fee 26.50 ** TOTAL ** 32.80 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2018 IRC & 2020 NEC . Subject to field inspection. 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 thispermit and perform the work described and approved in conjunction with thispermrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ENGINEERS, INC 3217 robb st December 22, 2020 Distribution: Jack Tipton Workshop Colorado 4273 Jason St. Denver, CO 80211 Project: 3217 Robb St. 3217 Robb St. Wheat Ridge, CO 80033 COMPLIANCE LETTER This letter shall serve as verification that a representative(s) from Apex Engineers, Inc. ("Apex") performed periodic site observations during the following phases of construction for the above referenced project. • Footing sizes and all rebar requirements • Foundation wall sizes and all rebar requirements • Foundation openings and all rebar requirements • Pad Footing Sizes and all rebar requirements • UFER location and all UFER rebar requirements To the best of our knowledge, information and belief, construction of the above phases was in general conformance with the construction documents and approved changes. LIMITATIONS Apex has performed its services in a manner consistent with the standard of care and skill ordinarily exercised by members of our profession practicing under similar circumstances. The services of Apex should not be construed as Special Inspection services or full-time observation or inspection. Apex does not insure any result, nor does it warrant or guarantee that construction was properly performed. Even with constant monitoring, some construction defects may be missed. Apex is not responsible for the means, methods, sequences, and techniques of construction, since the contractor is solely responsible those and for the quality of work, adhering to plans, specifications, and appropriate codes, and repairing defects, deficiencies or omission, regardless of whether a defect is observed. In addition, the scope our services does not include any evaluation of the building or site for job - site safety and/or hazardous conditions. The contractor is solely responsible for safety and compliance with IRC, IBC, and OSHA standards. Finally, Apex's scope of services does not include any environmental assessment (such as, but not limited to mold, mildew, presence of hazardous or toxic materials in the soil, surface water, ground water, etc.). To the fullest extent permitted and allowed by law, Apex's client agrees to indemnify and hold harmless Apex and its owners, partners, officers, directors, employees, agents and sub - consultants, from and against all damage, liability and costs, including reasonable attorney's fees and cost of defense, arising out of the performance of these services, excepting only those 3217 rob A December 22, 2020 Project Name, Street Address, City, State, Zip Code Page 2 of 2 APEX ENGINEERS, INC. damages, liabilities or costs attributable to the negligence or willful misconduct of Apex or its consultants. Please call if Apex Engineers, Inc. can be of further assistance. Best Regards, Apex Engineers, Inc. Dustin Stallings Project Manager Jared Lambrecht , P.E. Senior Associate Digitally signed by Jared Lambrecht Date: 2020.12.22 16:12:42 -07'00' ► A i CITY OF WHEAT RIDGE Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: CA Job Address: Permit Number: ' 'C)`-.- ❑ 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. usdnspection Date:+u 1-J fi71�t ; Inspector: S?" DO NOT REMOVE THIS NOTICE A CITY OF WHEAT RIDGE ' Building Inspection Division (303) 235-2855 Office �I INSPECTION NOTICE SU f ( I C Inspection Type' t__� Job Address: t 6Permit Number: c AM/PW D No one available for inspection: Time Re -Inspection required: Yes No ,when corrections are complete, schedule re -inspection online. Date: a a, �) Jy Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: s Job Address: Permit Number: D No one available for inspection: Time? l.;; AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: -k a t � u Inspector: DO NOT REMOVE THIS NOT/CE City of h,6at AV AMP- 10 --��CommuN n -Y DEvEtotwit-4 �r� FOR OFFICE 11SE ONLY Appro ,ed by- -7, Inspector Date of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi-Familv Developments W This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. ADDRESS.. 3217 ROBB STREET LOT — 2 1 BLOCK - I MEEKAOQQ ESIAIEu5 SUBDIVISION SURVEYOR - I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. TheMTINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT. 2Q FEET REAR: _j5_FEET _ SIDE: 15 FEET SIDE: _15 T I The foundation comer ELEVATIONS (NAVD88) have been determined to be: FRONT: 5445.65' REAR. 5445.1 V SIDE: 5445.16' SIDE: 6446.65 All measurements have been deter -pined on the following location - (Check only one): _ Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan., Signed Professional Surveyor Print Date 1-2,--, www.6wheatridge.coms C-973 $ NO r""1;Vk L 49wiml %1%' Rev 1112018 ,& FOUND NAIL AND BRASS TAG LOT 3 DRAINAGE U1 (P AND UTILITY EASEMENT 20'04!E -A25-42! 544512 5445.11�� x-45.12' 5 54451 445.62' EXISTING _40.6'-- I G FOUNDATI10N 5445.58' # 3217 445.65' `5445.64' -'T-OUTSIDE 0 - EMERGENCY VEHICLE F EXISTING FOUNDATION ACCESS EASEMENT WALLS SCALE 1' = 30' NOTICE TO SURVEYOR - 1 . Elevations shaft be shown for ALL foundation corners, 2. Foundation corners with minimum elevation and setback distance sholl be identified. 3. Drawing must be property oriented (North = top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. if not to—scale show as N.T.S. F_ _F5445.75`7[ 33.1' 5415.76- 54-45.80' 5445.15' 5445.11 6' LOT 2 Z -1010' \IJ DRAINAGE AND UTILITY P EASEMENT'0 j 5445.65 20'04!E -A25-42! 544512 5445.11�� x-45.12' 5 54451 445.62' EXISTING _40.6'-- I G FOUNDATI10N 5445.58' # 3217 445.65' `5445.64' -'T-OUTSIDE 0 - EMERGENCY VEHICLE F EXISTING FOUNDATION ACCESS EASEMENT WALLS SCALE 1' = 30' NOTICE TO SURVEYOR - 1 . Elevations shaft be shown for ALL foundation corners, 2. Foundation corners with minimum elevation and setback distance sholl be identified. 3. Drawing must be property oriented (North = top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. if not to—scale show as N.T.S. City of W heat Pjd ..], Commj uhlrry DEVELOPMENT FOR OFFICE USE ONLY Approved by: brandon fresquez 12/15/2020 Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. DATE: DECEMBER 4, 2020 PERMIT# 02001452 ADDRESS: 3217 ROBB STREET LOT 2 ,BLOCK --1 MERKWOOD ESTATES SUBDIVISION SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 30 FEET REAR: 15 FEET SIDE: 15 FEET SIDE: 15 FEET The foundation corner ELEVATIONS (NAVD88) have been determined to be: FRONT: 5445.65' REAR: 5445.11' SIDE: 5445.16' SIDE: 5445.65 All measurements have been determined on the following location: (Check only one): Top of proposed foundation wall prior to placement of concrete X Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan. Signed Professional Surveyor Print Date - G 'V Z6 M&U-M -a 6973 %oFss�o•............ cis ?, www.ci.wheatridge.co.us Rev 11/2018 EXHIBIT Q FOUND NAIL AND BRASS TAG LOT 3 cn c� cP 0 0 0 �189'2Q'04„F 195-4-W} 5445.75' 5445.12 5445.11' 10. 0, n 54 5.76��' a 5445.12 5445.80' l� / 5445.62' 5445.15 EXISTING 40.6'd 3 5445.16' FOUNDATION �r I LOT 2 5445.58' Mo # 3217 Z O 5445.65' DRAINAGE AND UTILITY EASEMENT 10.000 � n`�cn 0 5445.65' LOT 1 DRAINAGE AND UTILITY EASEMENT =-2.0' W W �` 40.6' 5445.64' CA —2.0' 0 \1 OUTSIDE OF EXISTING EMERGENCY VEHICLE FOUNDATION ACCESS EASEMENT WALLS SCALE 1' = 30' NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL foundation corners. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. If not to—scale show as N.T.S. m0 w io Of 0 0 V) 40.6' 5445.64' CA —2.0' 0 \1 OUTSIDE OF EXISTING EMERGENCY VEHICLE FOUNDATION ACCESS EASEMENT WALLS SCALE 1' = 30' NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL foundation corners. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. If not to—scale show as N.T.S. i CITY OF WHEAT RIDGE Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE Inspection Type:1y1'� Job Address: 3 ,� Permit Number: U71 1 ` ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at., httpYAvww.ci.wheatridge.co. uMnspection Date: s,, % Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: -)(;,)(JC ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp Jhvww, ci. whea tridge, co. usrnspection i n�+o•(;._ i Insnector'.".' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1 9�(303) Building Inspection Division (303)234-5933 inspection-iine- 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Vv A 4 L Job Address: 7 Z_ % 7'�`- Permit Number:Q Z' ❑ No one available for inspection: Time _`e'%? Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: OiInspector off DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: i' Job Address:7 ,r-, 0 Permit Number: d�7 b` ❑ 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.c/i wheatridge. co. ushnspection Date: Inspector: --�� DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Single Family - New PERMIT - 202001452 J PERMIT NO: 202001452 ISSUED: 10/21/2020 JOB ADDRESS: 3217 Robb St EXPIRES: 10/21/2021 JOB DESCRIPTION: New single family home with attached 3 car garage - 4,830 sq ft total **REVISION: A section of the garage has been revised to become finished space with a mini -split AC unit. A garage door has also been added to the south wall of the newly finished space. A window well has been added to the front porch and two of the exterior AC units have been moved to the south side of the house. Added valuation: $15,000 *** CONTACTS *** OWNER ( 7 2 0) 989-1556 MERKWOOD ESTATES LLC GC ( 72 0) 746-9240 BRAD WEIMAN 180180 WORKSHOP DENVER SUB (303)332-9727 PRO PLUMBING AND HEATING 130030 PRO PLUMBING AND HEATING INC. SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC SUB (720)938-2287 TODD BECK 022380 REDLINE HEATING & COOLING, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 607,603.53 FEES Total Valuation 0.00 Plan Review Fee 21798.93 Use Tax 12,759.67 Permit Fee 41306.05 Engin. Review Fee 150.00 ** TOTAL ** 20, 014.65 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, 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 Professional 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. 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. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. Prior to issuance of a CO, 2 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. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve 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. 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. BASEMENT AND GAME ROOM NOT APPROVED AS AN INDEPENDENT DWELLING UNITS. 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 L 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Wednesday, October 21, 2020 4:29:43 PM Revision to Permit Application Permit Number 202001452 assigned to project PROPERTY INFORMATION Permit Number 202001452 Property Address 3217 Robb St Property Owner Name Merkwood Estates LLC Property Owner Phone 303-349-5960 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Field not completed. Address CONTRACTOR INFORMATION Contact Name Haley Talley Contact Phone Number (enter WITH dashes, eg 303-123-4567) 14m@ a FRO:ril"r-ArGRm 303-349-5960 haley@workshop-colorado.com Retype Contact Email haley@workshop-colorado.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, A section of the garage has been revised to become finished space with a mini -split AC unit. A garage door has also been added to the south wall of the newly finished space. A window well has been added to the front porch and two of the exterior AC units have been moved to the south side of the house. adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. Field not completed. No ArchPlansModified 3217RobbSt 10-19-20.odf 15000 $15,000 added Valutaion is OK Sianed Electronic Payment Form .odf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Haley Talley Revision Email not displaying correctly? View it in your browser. City of Wheat Ridge Single Family - New PERMIT - 202001452 PERMIT NO: 202001452 ISSUED: 10/21/2020 JOB ADDRESS: 3217 Robb St EXPIRES: 10/21/2021 JOB DESCRIPTION: New single family home with attached 3 car garage - 4,830 sq ft total *** CONTACTS *** OWNER ( 7 2 0) 989-1556 MERKWOOD ESTATES LLC GC ( 72 0) 746-9240 BRAD WEIMAN 180180 WORKSHOP DENVER SUB (303)332-9727 PRO PLUMBING AND HEATING 130030 PRO PLUMBING AND HEATING INC. SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC SUB (720)938-2287 TODD BECK 022380 REDLINE HEATING & COOLING, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 592,603.53 FEES Total Valuation 0.00 Plan Review Fee 21745.31 Use Tax 12,444.67 Permit Fee 41223.55 Engin. Review Fee 150.00 ** TOTAL ** 19,563.53 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, 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 Professional 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. 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. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. Prior to issuance of a CO, 2 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. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve 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. 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. Ioilcsa151DhY=ki tell Will SWUM DID7!6'1r!\pngpUhl»IkiU]DIkiY=nnhlnwn[eiUkieY1! 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. valuation changed From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Thursday, July 30, 2020 1:38:52 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3217 Robb St Property Owner Name Merkwood Estates LLC Property Owner Phone 720-989-1556 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Field not completed. Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Electronic Payment Form.odf APPLICANT INFORMATION Applicant Name Sarah Barr - Work Shop Denver What Is your role In the General Contractor, Architect project? Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number (enter WITH dashes, eg 303-123-4567) 720-989-1556 Contact Email Address saran@workshopdenver.com for Plan Review Comments Retype Contact Email saran@workshopdenver.com Address DESCRIPTION OF WORK Detailed Scope of New single family home with 3 car attached garage in Merkwood Work - Example: New Estates single family home with 2 car attached garage Square Footage of 4839 New Construction Upload Proof of WaterPermltReV 3217RobbSt 7-29-20 ndf Submission to Water Department Upload Proof of Sanitation Perm itRev 3217RobbSt 7-30-20.odf Submission to Sanitation Department Upload Soils Report SoilsRenort 3217RobbSt 07-28-20.odf Engineering Letters and Other Letter Size Attachments Energy Calcs Construction Plans scanned on 11'x17" or larger ManualsJDS 3217RobbSt 07-28-20.odf Project Value (contract $586,500.00 Revised Valuation: value or cost of ALL $122.46 x 4,839.16 sq ft = $592,603.53 materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Sarah - work shop Denver Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. City Ot Wheat �idge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.E 303.237.8929 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: v f Name of Firm/Individual submitting documents: Project Type/Description: Signature of Firm Representative or Individual: WRITE BELOW THIS P0I14T - FOR AGENCY USE ONLY William P. Willis * , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Aaency represented: (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridg Other San' ationDistrict ��C/:Jl/J/3 Lt%i!r'IJ.YT� zll�l� ov6n y3 Agency Notes: Must meet all standards and requirements of the District. Any modification to a single family residence is to be retorted to the District If a water meter exceeding 3/4" in size is used, the District is to be notified. Signature: �j' * Date: 2020-07-30 (Agency Representative) * District Consulting Engineer * X ./�AMAULT MARTIN/MARTIN 00000"CONSULTING CONSULTING ENGINEERS July 29, 2020 Haley Talley Workshop Denver 4373 Jason St, Denver 303-349-5960 Email: haley@workshop-colorado.com Re: Northwest Lakewood Sanitation District -3217 Robb St Martin/Martin, Inc Project No.: 17.0638 Dear Ms. Talley, On behalf of the Northwest Lakewood Sanitation District (NWLSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received July 28, 2020, concerning a proposed Single-family home development at the above referenced address. The Northwest Lakewood 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 appears to be entirely within the service and boundary area of the Northwest Lakewood Sanitation District. Treatment of sewage generated within the Northwest Lakewood Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Northwest Lakewood Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running south to north, east of the referenced property within Robb Street. It appears the 8 -inch mainline in Robb St. could service the property depending on the location of the sanitary service line in relation to the mainline. Connection to the mainline must be made with a Wye connection. 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) and potential conflicting utilities, to verify if service and 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 underdrain or storm sump pump connections to District facilities are allowed. Utility Locates All projects must meet Colorado Revised Statue Title 9 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 involved are to be deposited in advance—engineering, reviews, design, legal, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware of all fees are due prior to connection. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Northwest Lakewood Sanitation District -3217 Robb St July 29, 2020 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 Northwest Lakewood 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: Steve Beck— Northwest Lakewood Sanitation District Page 212 City of WheatR4dge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 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: � � ] Project Address: Name of Firm/Individual submitting documents: Project Type/Description: Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS FONT - FORWGENCY USE ONLY 1, �r]'L1 •( f[�iJ am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Wheat Ridge Sanitation District >s% Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other Agency Notes: 9 �1 ew U(- Signature: ` Z. /ic Date: f �� P0 Agency Representative) City of 9COommu.NiTYDEVELOPMENTWheat�idge SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. 3217 Robb St Project Address: General Contractor: Brad Weiman Fr` ti77T T� NOT BE ACCEPTED WI'i'II AiiTC�cTI�r INFORMATION Company Name: Pro Plumbing & Heating Inc Wheat Ridge Contractor License #: 130030 State License #: ?C 0© O 2 � 3 Master License #: Q 00 (g 1 �2 Pri to ame of Authorized A nt Sig atrof �Athoriz�Age I V7 Contact Phone #• 303-332-9727 (required field) ,S'a (2 Date City of �" W heat Pjdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: _3217 Robb St General Contractor: Brad Weiman - Work Shop Denver FORM WILL NOT BE AC;C;EFFED WITH MISSINU INFORMA'HUNN Company Name: L+D Electric LLC Contact Phone #: 720-272-12 7�' Wheat Ridge Contractor License #: 120187 (required field) State License #: Master License #: or_clJ0 Z Printed Name of Authorized Agent Wign re uthorized Agent 057/ oy1 zap Date *4A41 Crty of "�` Wh6atge �id COMMUNITY DEVELOPMENT 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: 3217 Robb St Permit #: General Contractor: Brad Weiman - Workshop Denver Electrical Sub -Contractor Company Name: State License #: Phone #: Master #: Wheat Ridge License #: _ (required field) Signature of Authorized Agent Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License # Signature of Authorized Agent Mechanical Contractor Date Phone #: _ Master #• _(required field) Date Company Name:_ Phone: 3 2 C - 3«2- Wq, Wheat Ridge License #: �(required field) natur uthorized Agent Date ON SITE PLANS MUST BE ON SITE FOR INSPECTION re to Field InsptcUgns TCR DY EIf9MttrJ _ 6eoAo9rsts a Enr mmwittul ScwntAsfs . " . City Of "� W heat �d e COMMUNriY DEVELOPMENT APPROVED Reviewed for Code Compliance BRANDON F 9/21/2020 Plans Examiner ®ate Validity of Permit: The issuance of a permit or approvol of plans spec4komm and computations shaft riot be a permit for, or art approval of, any ►notabon to MY of the provisions of the budding code or of a{W City ordinar"s. Permits presuming to give outhorlty to violair or cancel the provisions of the 60ft codes or other ordinoom of the City shall not be hreftd No ;ubsurface Exploration and Foundation Recommendations Proposed Residence at 3251 Robb St, Wheat Ridge, Colorado Terradyne Project No.: C201018-4 Workshop Denver 4373 Jason Street Denver, Colorado February 29, 2020 15403 E. 17th Avenue, Suite E • Aurora, Colorado 8001' • Ph 303.463.9317 * Fox 303.663.9321 Torradyne DEN, Inc. February 29, 2020 Workshop Denver 4373 Jason Street Denver, Colorado Attention: Sarah Barr TCS L�YI►IC Engineers. Geologists d Environmental Scientists Re: Subsurface Exploration and Foundation Recommendations Proposed Residence at 3251 Robb St, Wheat Ridge, Colorado Terradyne Project No.: C201018-4 Dear Ms. Barr: Terradyne Engineering, Inc. 15403 E. 171 Avenue, Suite E Aurora, Colorado 80011 Phone: 303.463.9317 Fax: 303.463.9321 www.terradyne.com Terradyne Engineering Inc. has completed a soil and foundation engineering report at the above referenced project site. The results of the exploration are presented in this report. We appreciate and wish to thank you for the opportunity to service you on this project. Please do not hesitate to contact us if we can be of additional assistance during the Construction Materials testing and Quality Control phases of construction. Respectfully Submitted, Very Truly Yours, Terradyne Engineering, Yosief Araia, P.E. Branch Manager ��DOL� `rte : -• �,� �" 4 •••. s� V o 53857 021202020 0 'boo ��NA� Yosief Digitally signed by Yosief W. Araia • Date: 2020.03.03 W. Araial5:53:25 -07100' TABLE OF CONTENTS Page 1.0 INTRODUCTION................................................................................................................................ 1 2.0 PROJECT DESCRIPTION................................................................................................................... 1 3.0 PURPOSE AND SCOPE OF SERVICES............................................................................................ 1 4.0 SITE CONDITIONS............................................................................................................................. 2 5.0 GEOTECHNICAL INVESTIGATION................................................................................................ 2 6.0 FOUNDATIONS ON EXPANSIVE SOIL.......................................................................................... 5 7.0 DESIGN ENGINEERING ANALYSIS............................................................................................... 8 8.0 FOUNDATION RECOMMENDATIONS...........................................................................................8 9.0 CONSTRUCTION GUIDELINES.....................................................................................................12 10.0 DRAINAGE AND MAINTENANCE.............................................................................................. 13 11.0 LIMITATIONS.................................................................................................................................15 APPENDIX Boring Location Figure 1 Boring Logs Figure 2 Key to Classifications and Symbols Figure 3 Terradyne Engineering, Inc. C201018-4 EXECUTIVE SUMMARY The soil conditions at the site of the proposed Residence at 3251 Robb St. in Wheat Ridge, Colorado were explored by drilling one (1) boring to a depth of 30 feet. The proposed construction will consist of one to two story residence with basement. Laboratory tests were performed on selected samples to evaluate the engineering characteristics of various soil strata encountered in our boring. The results of our exploration, laboratory testing and engineering evaluation indicate the soils underlying this site have low expansive characteristics. Potential vertical movement on the order of 1-2 inches was estimated at the existing grade level for average moisture conditions. The proposed structure may be supported by spread or strip footings bearing at a minimum depth of three (3) feet below finished grade at the basement level, on 2 feet of select structural fill material that is moisture conditioned, placed and properly compacted. Design parameters for the foundations are included in this report. Groundwater seepage was encountered in the borings at the time of our field exploration. Detailed descriptions of subsurface conditions, engineering analysis, and design recommendations are included in this report. Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 1 1.0 INTRODUCTION This report presents the results of our subsurface exploration and foundation analysis for the proposed residence at 3251 Robb St in Wheat Ridge, Colorado. The object ofthis investigation was to evaluate the physical properties of the soils underlying the site in order to provide recommendations for foundation, and retaining wall design, slab support and related earthwork for the structures. This geotechnical investigation was authorized by Workshop Denver. 2.0 PROJECT DESCRIPTION Terradyne understands that the proposed Residence will be a one to two story structure with basement, with a footprint of not more than 4000 square feet. If the final construction plans vary from what has been assumed, please contact Terradyne for further evaluation as the revisions may affect the recommendations provided in this report. 3.0 PURPOSE AND SCOPE OF SERVICES The purpose of our geotechnical investigation was to evaluate the subsurface and groundwater conditions of the site and provide geotechnical engineering recommendations for the design and construction of the residence. Our scope of services includes the following: 1) Drilling and sampling of one boring B-4 to a depth of 30 feet; 2) Evaluation of the in-place conditions of the subsurface soils through field penetration tests; 3) Observation of the groundwater conditions during drilling operations; 4) Performing laboratory tests such as Atterberg limits, moisture content tests, free swell/consolidation tests; 5) Review and evaluation of field and laboratory tests; 6) Compilation, generalization and analysis of the field and laboratory data according to the project requirements; 7) Estimation of potential vertical heave; 8) Preparation of recommendations for the design and construction of the structures; 9) Consultations with Prime Professionals and members of the design team on findings and recommendations and the preparation of a written geotechnical engineering report for their use in the preparation of design and construction documents. The Scope of Services does not include an environmental assessment of the presence or absence of wetlands and/or hazardous or toxic materials in the soil, surface water, groundwater, or air, in the proximity of this site. Any statements in this report or on the boring logs regarding odors, colors or unusual or suspicious items or conditions are strictly for the information of the client. Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 2 4.0 SITE CONDITIONS The site for the proposed residence is located at 3251 Robb St, in Wheat Ridge, Colorado. The site is generally flat and is located on a vacant lot within a developed area. The site is bordered by adjoining property to the west, adjoining lots on the north and south, and Robb St. is to the east of the property. The boring location was established in the field by information provided by the client. 5.0 GEOTECHNICAL INVESTIGATION The field exploration to determine the engineering characteristics of the subsurface materials included a reconnaissance of the project site, drilling the boring, performing standard penetration tests and obtaining samples using Modified California sampler. One (1) soil test borings was drilled at the site. Boring B-4 was drilled to a maximum depth of 30 feet. Boring location at the lot was selected based on information provided by the client and established in the field by the drilling crew. An approximate boring location plan is shown on Figure 1 in the Appendix. The boring was performed with a drilling rig equipped with a rotary head. Conventional solid stem augers were used to advance the hole and samples of the subsurface materials were obtained using a Modified California sampler and standard 4.0 -inch augers. The samples were identified according to boring number and depth, encased in polyethylene plastic wrapping to protect against moisture loss, and transported to our laboratory. 5.1 Field Tests and Measurements Penetration Tests: During the sampling procedures, standard penetration tests were performed in the boring in conjunction with split -barrel sampling (ASTM 1586). The standard penetration value (l) is defined as the number of blows of a 140 -pound hammer, falling thirty inches, required to advance the split -spoon sampler one foot into the soil. The sampler is lowered to the bottom of the drill hole and the number of blows recorded for each of the two successive increments of six inches penetration. The "N" value is obtained by adding the second and third incremental numbers. The results of the standard penetration tests indicate the relative density and comparative consistency of the soils, and thereby provide a basis for estimating the relative strength and compressibility of the soil profile components. Water Level Measurements: Water level was noticed in Terradyne's soil boring during and after completion of drilling operations and is noted on the boring log. hi relatively pervious soils, such as sandy soils, the indicated elevations are considered reliable groundwater levels. hi relatively impervious soils, an accurate determination of the groundwater elevation may not be possible even after several days of observation. Seasonal variations, temperature and recent rainfall conditions may influence the level of the groundwater table and the volume of water encountered will depend on the permeability of the soils. Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 3 5.2 Boring Logs Field log was prepared for the boring. The log includes information concerning the boring method, samples attempted and recovered, the presence of various materials (such as clay, sand and silt) and groundwater observations. They also include an interpretation of the subsurface conditions between samples. Therefore, these logs include both factual and interpretive information. The final log represents our interpretation of the contents of the field log and laboratory test results for the purpose delineated by our client. The final log is included on Figures 2 & 3 in the Appendix. A key to classification terms and symbols used on the log is presented on Figure 4. 5.3 Laboratory Testing Program In addition to field exploration, a laboratory testing program was conducted to determine additional pertinent engineering characteristics of the subsurface materials that are necessary to evaluate the soil parameters. All phases of the laboratory testing program were performed in general accordance with the indicated applicable ASTM Specifications presented in Table No. 1. Table No. 1 Type of Test Applicable Test Standard Natural Moisture Content ASTM D-2216 Atterberg Limits ASTM D-4318 % Passing No. 200 Sieve ASTM D1140, D422 In the laboratory, each sample was examined and classified by a geotechnical engineer. As a part of this classification procedure, the natural water content of selected specimens was determined. Liquid and Plastic Limit tests were performed on representative specimens to determine the plasticity characteristics of the different soil strata encountered. The results of these tests are presented on the appropriate boring logs. 5.4 Laboratory Testing Program In addition to field exploration, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the subsurface materials that are necessary to evaluate the soil parameters. All phases of the laboratory testing program were performed in general accordance with the indicated applicable ASTM Specifications. In the laboratory, each sample was examined and classified by a geotechnical engineer. As a part of this classification procedure, the natural water content of selected specimens was determined. Liquid Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 4 and Plastic Limit tests were performed on representative specimens to determine the plasticity characteristics of the different soil strata encountered. The following tests, presented in Table No. 2, were conducted in the laboratory to evaluate the engineering characteristics of the subsurface materials. The results of these tests are presented on the boring logs. Table No. 2 Type of Test Number Conducted Natural Moisture Content 5 Atterberg Limits 3 Particle Size Analysis 4 Free Swell Test 3 5.5 General Subsurface Conditions As shown on the U.S. Geological Survey sheet of the Golden Quadrangle Geologic Map, the site is located within Qp, Piney Creek Alluvium formation which consists of dark gray to dark brown micaceous sandy silt or silty sand. At this particular site the soil consists of fat clay with sand (CH), fat clay (CH), underlain by sandy fat clay (CH) down to a boring depth of 30 feet.' The soils underlying the site may be grouped into one generalized strata with similar physical and engineering properties. The log describes any noticeable changes that occur as depth increases related to soil type, moisture, color and hardness; interface between soil strata represent approximate boundaries. The transition between materials may be gradual. The soil stratigraphy at the boring location is presented on the Boring Log. The engineering characteristics of the underlying soils, based on our field and laboratory test results, are summarized and presented in Table No. 2. ' Source: https://ngmdb.usgs.gov/mapview/ Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado Table No. 2 5 qr Stratum Color Depth Range Feet Liquid Plasticity Blows Per Foot Limit Index Range Fat Clay with Sand 1 (CH), Fat Clay (CH), Sandy Fat Gray 0-30 59-61 40-47 11-24 Clay (CH) The above description generally highlights the major soil stratification features and soil characteristics. The test boring log should be consulted for specific information at the boring locations. Groundwater was encountered in our boring at a depth of 12 ft below existing grade on boring B4. However, groundwater levels will fluctuate with seasonal climatic variations and changes in the land use. The low permeability of the soils may require several days for groundwater to enter and stabilize in the boreholes. It is not unusual to encounter shallow groundwater during or after periods of rainfall. Surface water tends to percolate through the surface until it encounters a relatively imperious layer. 6.0 FOUNDATIONS ON EXPANSIVE SOIL There are many plastic clays that swell when water is added to them and shrink when water is removed. Foundations constructed on these clays are subjected to large uplifting forces caused by the swelling. Two factors contribute to potential shrink -swell problems within a building site. Problems can arise if a) the soil has expansive or shrinkage properties or b) environmental conditions cause the moisture levels in the soil to change. Evaluation of the Shrink -Swell Potential of the Soils: Subsurface sampling, laboratory testing and data analysis is used to evaluate the shrink -swell potential of the soils under the foundations. The Mechanism of Swelling: The mechanism of swelling in expansive clays is influenced by a number of factors. The expansion in clays is a result of changes in the soil -water system that disturbs the internal stress equilibrium. Clay particles have negative electrical charges on their surfaces and positively charged ends. The negative charges are balanced by actions in the soil - water and give rise to an electrical interparticle force field. In addition, adsorptive forces exist between the clay crystals and water molecules, and Van Der Waals surface forces exist between particles. Thus, there exists an internal electro -chemical force system that must be in equilibrium Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 6 with the externally applied stresses and capillary tension in the soil water. If the soil -water chemistry is altered, either by changing the amount of water or chemical composition in the soil, the inter -particle force field will change. If the change in internal forces is not balanced by a corresponding change in the state of stress, the particle spacing changes until equilibrium is reached. This change in particle spacing manifests itself as a shrinkage or swelling. Antecedent Rainfall Ratio: This is defined as the total monthly rainfall for the current and previous months prior to laying the slab, divided by twice the average monthly rate measured for the period. The intent of this ratio is to give a relative measure of ground moisture conditions at the time the slab is placed. Thus, if a slab is placed at the end of a wet period, the slab shall be expected to experience some loss of support around the perimeter as the wet soil begins to dry out and shrink. The opposite effect could be anticipated if the slab is placed at the end of an extended dry period; as the wet season occurs, uplift around the perimeter may occur as the soil at the edge of the slab gains in moisture content. Age of Slab: The length of time since the slab was cast provides an indication of the type of swelling the soil profile may have beneath the slab. Initial Moisture Condition and Moisture Variation: A volume change in an expansive soil mass is the result of increases or decreases in water content. The initial moisture content influences the swell and shrink potential of a soil. However, moisture content alone is useless as an indicator or predictor of shrink -swell potential. The relationship between moisture content and other soil characteristics, such as the Plastic Limit and Liquid Limit, must also be known. If the moisture content is below or near the Plastic Limit, the soils may have a high potential to swell. Expansive soils with Liquidity Index in the range of 0.20 to 0.40 tend to experience little additional swell. The availability of water in an expansive soil profile is influenced by many environmental and manmade factors. Generally, the upper few feet of the profile are subjected to the widest ranges of moisture variation, and are the least restrained from movement by overburden. This upper stratum of the profile is referred to as the active zone. Moisture variation in the active zone of a natural soil profile is affected by climatic cycles at the surface and fluctuating groundwater levels at the lower moisture boundary. The superficial boundary moisture conditions are changed by placing a barrier, such as a building floor slab or pavement, between the soil and atmospheric environment. Other causes of moisture variation result from altered drainage conditions or manmade sources of water, such as irrigation or leaky plumbing. The latter factors are difficult to quantify and incorporate into LIQUIDITY INDEX = NATURAL WATER CONTENT—PLASTIC LIMIT LIQUID LIMIT— PLASTIC LIMIT Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 7 the analysis but shall be controlled to the extent possible for each situation. For example, proper drainage and attention to landscaping are simple means of minimizing moisture fluctuations near structures and shall always be taken into consideration. Manmade Conditions That Can Be Altered: There are a number of factors that can influence whether a soil might shrink or swell and the magnitude of this movement. For the most part, the owner and/or designer have some control over whether these factors can be avoided, and if not avoided, the degree to which these factors may influence the shrink -swell process. Lot Drainage: How a lot is graded affects the accumulation of surface water around the slab. Most builders are aware of the importance of gradingthe soil away fromthe structure so that rainwater does not collect and pond adjacent to the foundation. If allowed to accumulate next to the foundation, water may infiltrate the expansive soils underlying the foundation, which could cause the foundation to settle. Similarly, runoff from surface water drainage patterns and swales must not collect adjacent to the foundation. Tonouaphy: As it swells, soil heaves perpendicularly to the ground surface or slope, but as it shrinks, it recedes in the direction of gravity and gradually moves downslope in a sawtooth fashion over a number of shrink -swell cycles. hi addition to this shrink -swell influence, soil will exhibit viscoelastic properties and creep downhill under the steady influence of the weight of the soil. Therefore, to avoid a structure constructed on this slope from moving downhill with the soil, it must be designed to compensate for this lateral soil influence. Pre -Construction Vegetation: A large amount of vegetation, especially large trees, on a site prior to construction may have desiccation at the site. Constructing over a desiccated soil can produce some dramatic instances of heave and associated structural distress and damage as it becomes wet. Post -Construction Vegetation: The type, amount, and location of vegetation that has grown since construction can cause localized desiccation. Planting trees or large shrubs near a building can result in the loss of foundation support as the vegetation robs moisture from the foundation soil. Conversely, the opposite effect can occur if flowerbeds or shrubs are planted next to the foundation and these beds are kept well -watered or flooded. This practice can result in swelling of the soil around the perimeter where the soil remains wet. Summation: It is beyond the scope of this investigation to do more than point out the factors that may influence the amount and type of swell a slab -on -grade foundation may be subjected to during its lifetime. The design engineer must be aware of these factors in developing his design, using his engineering experience and judgment as a guide. Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 8 7.0 DESIGN ENGINEERING ANALYSIS Foundation Design Considerations: Review of the boring and test data indicates that the factors presented on the following page will affect the foundation design and construction at this site: 1) The site is underlain by subsoils of low expansive potential at shallow depths. Structures supported at shallow depths will be subjected to potential vertical movements on the order of 1-2 inches. 2) The strengths of the underlying soils are adequate to support shallow or deep foundations. 3) Groundwater was encountered in our borings at the time of the subsurface exploration phase at a depth of 12 feet below existing grade on boring B4. Structural Information: Based on the information provided, it is understood that the proposed structure will be a one to two story residence. These structures are expected to create moderately low loads to be carried by the foundation systems. These structures will utilize wood frame construction and brick or stucco exterior walls. It is assumed that the maximum column loads will not exceed 5 kips, while maximum exterior wall loading will be in the range of one kip per foot. Vertical Movements: The potential vertical heave for slab -on grade construction at the location has been estimated utilizing the liquid limits, plasticity indices, and in-situ moisture contents for soils in the seasonally active zone, estimated to be about twenty to twenty-five feet in the project area The estimated potential vertical heave value provided is based on the proposed floor system applying a sustained surcharge load of approximately one pound per square inch on the subgrade materials. Potential vertical movements on the order of 1-2 inches may be anticipated for average soil moisture conditions. The finish grade elevation was assumed to be '/2 to one foot above the existing grade level. Select structural fill shall be used to raise the elevation by'/2 to one foot. If the existing grade has to be raised to attain the finish grade elevation, select fill shall be placed, compacted and tested for compaction compliance by Terradyne. 8.0 FOUNDATION RECOMMENDATIONS The type and depth of foundation suitable for a given structure primarily depends on several factors: the subsurface conditions, the function of the structure, the loads it may carry and the cost of the foundation. Additional considerations may include acceptable performance criteria set by the owner, architect, or structural designer with respect to vertical and differential movements that the structure can withstand without damage. Based on these conditions and the engineering design analysis spread or strip type footings bearing on undisturbed in-situ soils at a minimum depth of 3 feet below finished grade at the basement level can be used. Either a slab on grade or a structurally suspended slab can Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado be used. 8.1 Spread-Tvpe Footings 9 Spread or strip type footings at a minimum depth of three (3) feet below finished grade at the basement level bearing on 2 feet of select structural fill material that is moisture conditioned, placed and properly compacted can be used to support the structure. An allowable soil bearing pressure of 2,000 pounds per square foot is recommended for the design of spread or strip type footings at the basement level. In order to minimize the sensitivity of the structure to differential movement, the footings and walls should be reinforced to allow for a degree of load re -distribution should a localized zone of the supporting soils become saturated. Stem walls should either be positively separated from the floor slabs or reinforced to prevent cracking at the slab stem wall interface. Uplift resistance of shallow foundations formed in an open excavation should be taken as the weight of the foundation and soil above it. For design purposes, the uplift resistance should be based on total unit weights of 110 and 150 lbs. per cubic foot (pcf) for soil and concrete respectively. hi areas where ground water is anticipated or in areas prone to flooding, the uplift resistance should be based on submerged unit weights of 57 and 87.5 pounds per cubic foot (pcf) for soil and concrete respectively. A factor of safety of 2 is recommended for sustained loading conditions, and 1.5 for transient loading conditions. 8.2 Foundation Construction Guidelines Significant moisture increase in the in-situ soils could create additional and/or excessive movements in the site. Accordingly, the site drainage and moisture protection provisions, recommended in this report are critical design considerations. Prior to placing concrete, all bearing surfaces must be cleared of all loose material. Disturbed material may only be re -compacted with guidance from, and after contacting Terradyne. To verify the soil conditions and soil bearing capacity, it is required that an open hole observation be performed. The entire excavation must be dug down to final grade prior to the observation. If potentially expansive clay, deleterious material, or other unsuitable conditions are found, additional over -excavation of some or the entire site may be required — replacing inadequate soils with acceptable materials. Revised foundation recommendations such as the use of drilled piers may also be required at that time. We recommend the foundation subgrade be inspected for adequacy before concrete placement. Ensure that the requirements contained herein are reflected in any construction plans developed for this site. Floor Slabs: Should the owner choose to use a structurally suspended slab, a positive void space of at least 6 inches shall be provided beneath the floor slab. The basement shall be designed with a Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 10 positive drainage flow so that water will not accumulate in the basement. Excavated on-site material that is free of deleterious material may be used to raise the grade in the basement area This material shall be compacted to at least 95 percent of the ASTM D 698 maximum dry density at moisture contents that range from optimum to four (4) percent above the optimum, and the compacted soil should be tested by Terradyne to verify the moisture content and density for each compacted six (6) inch lift of material. 8.3 Slab -on -Grade Construction The Slab Performance Risk at this site is judged to be low. However, it must be understood, that changes in the water content of these soils may cause the soil to swell or shrink, which may cause movement or cracking of slabs. Potential vertical movement on the order of 1-2 inches is anticipated at the project site. Slabs should bear on proof -rolled and re -compacted materials. A proof -roll of the subgrade shall be observed by the geotechnical engineer's representative. They must not bear on gravel or other materials which may allow the migration of water below the slabs. If the on-site soils are not acceptable, it is preferable to bear slabs on non -expansive imported materials. This will minimize the transfer and retention of water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index between 10 and 15 are preferred. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs must be fitted with expandable/collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure. Non-bearing partition walls must be constructed with a minimum of 2 inches of float to allow for movement of the slab without damaging any part of the structure. All doors shall be constructed with at least 1 -inch gap at floor level. It is the owner's responsibility to monitor and maintain all floats and gaps as necessary. If additional information on float is needed, please contact Terradyne. Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils. Floor slabs must also be scored in accordance with the American Concrete Institute (ACI) recommendations in order to control cracking of the slab due to shrinkage or other factors. These scores should be a maximum of 12 feet apart. 8.4 Utilities Utilities that project through slab -on -grade floors shall be designed with either some degree of flexibility or with sleeves in order to prevent damage to these lines should vertical movements occur. Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 11 8.5 Contraction, Control and/or Expansion Joints Contraction, control and/or expansion joints shall be designed and placed in various portions of the structure. Properly planned placement of these joints will assist in controlling the degree and location of material cracking that occurs due to soil movements, material shrinkage, thermal affects and other related structural conditions. 8.6 Lateral Earth Pressure Some retaining walls may be needed at this site. The equivalent fluid density values were evaluated for various backfill materials. These values are presented in Table No. 4. Table No. 4 Backfill Material Equivalent Fluid Density, PCF Active Condition At Rest Condition Passive Condition a. Crushed Limestone 40 60 530 b. Clean Sand 40 60 360 c. Select Fill (PI :5 15) 65 85 265 These equivalent fluid densities do not include the effect of seepage pressures, surcharge loads such as construction equipment, vehicular loads or future storage near the walls. If a cantilever retaining wall can tilt forward to generate "active earth pressure" condition, the values under active condition shall be used. For rigid non -yielding walls which are part of the building, the values" at rest condition" shall be used. The compactive effort shall be controlled during backfill operations. Over compaction can produce lateral earth pressures in excess of at rest magnitudes. Compaction levels adjacent to below -grade walls shall be maintained between 95 and 98 percent of standard Proctor (ASTM D698) maximum dry density. The backfill behind the wall shall be drained properly. The simplest drainage system consists of a drain located near the bottom of the wall. The drain collects the water that enters the backfill and this may be disposed of through outlets along the base of the wall. To insure that the drains are not clogged by fine particles, they shall be surrounded by a granular filter. In spite of a well - constructed toe drain, substantial water pressure may develop behind the wall if the backfill consists of clays or silts. A more satisfactory drainage system, consisting of a back drain of 12 inches to 24 inches width gravel may be provided behind the wall to facilitate to drainage. The maximum toe pressure for wall footings founded a minimum depth of 36 inches into the clay soils shall not exceed 1,200 pounds per square foot. An adhesion value of 320 pounds per square foot should be used to check against sliding for wall footings bearing on clay. Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 12 9.0 CONSTRUCTION GUIDELINES 9.1 Construction Monitoring As Geotechnical Engineer of Record for this proiect, Terradvne, shall be involved in monitoring the foundation installation and earthwork activities. The performance of anv foundation system is not onlv dependent on the foundation design, but is strongly influenced by the quality of construction. Prior to construction, please contact our office so that a Foundation and Earthwork Monitoring Plan can be incorporated into the Proiect Quality Control Program. 9.2 Site Preparation In any areas where soil -supported floor slabs or pavement are to be constructed, vegetation and all loose or organic material shall be stripped and removed from the site. Subsequent to stripping operations, the subgrade shall be proofrolled to identify soft zones. Any soft zone detected shall be removed to afirm subgrade soils and replaced with compacted suitable soils to reach subgrade level. Upon the acceptance of proofrolling operations the subgrade shall be scarified to a minimum depth of 8 inches, moisture conditioned and compacted to a 95 percent of maximum dry density as determined by ASTM D 698, between optimum and 4 percentage points above of optimum moisture content The exposed subgrade shall not be allowed to dry out prior to placing structural fill. Select fill material used at this site shall be clayey sand (SC), lean clay with gravel (CL) or clayey gravel (GC) with maximum liquid limit of 35 percent and plasticity index (PI) between 5 and 20. The fill shall be compacted to at least 95 percent of the maximum dry density as determined by ASTM D 698, within f 2 percentage points of optimum moisture content 9.3 Drainage Groundwater seepage was encountered in our boring during drilling operations. However, minor groundwater seepage may be encountered within the proposed building foundation and grading excavations at the time of construction, especially after periods of heavy precipitation. Small quantities of seepage may be removed by conventional sump and pump methods of dewatering. 9.4 Temporary Drainage Measures Temporary drainage provisions shall be established to minimize water runoff into construction areas. If standing water does accumulate, it shall be removed by pumping as soon as possible. Adequate protection against sloughing of soils shall be provided for workers and inspectors entering the excavations. This protection shall meet OSHA and other applicable building codes. 9.5 Groundwater In areas where significant cuts (2 -feet or more) are made to establish final grades for building pads, attention shall be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. Subsurface drains may be required to intercept Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 13 seasonal groundwater seepage. The need for these, or other dewatering devices, on building pads shall be carefully addressed during construction. Our office could be contacted to visually inspect final pads to evaluate the need for such drains. Groundwater seepage may occur several years after construction if the rainfall rate or drainage changes in the vicinity of the project site. If seepage runoff occurs towards the building, an engineer shall be contacted to evaluate its' effect and determine whether French drains are required at the location. 9.6 Control Testing and Field Observation Subgrade preparation and select structural fill placement shall be monitored by the project geotechnical engineer or his representative. As a guideline, at least one in-place density test shall be performed for each 2,500 square feet of compacted surface lift. A minimum of two density tests shall be performed on the subgrade or per lift of compaction. Any areas not meeting the required compaction shall be re -compacted and retested until compliance is met. 9.7 Earthwork and Foundation Acceptance Exposure to the environment may weaken the soils at the foundation bearing level if the excavation remains open for long periods of time. Therefore, it is recommended that all foundation excavations be extended to final grade and the footings constructed as soon as possible to minimize potential damage to bearing soils. The foundation bearing level shall be free of loose soil, ponded water or debris sand, and shall be inspected and approved by the geotechnical engineer or his representative prior to concreting. Foundation concrete shall not be placed on soils that have been disturbed by rainfall or seepage. If the bearing soils are softened by surface water intrusion during exposure or by desiccation, the unsuitable soils must be removed from the foundation excavation and replaced prior to placement of concrete. Subgrade preparation and fill placement operations shall be monitored by the geotechnical engineer or his representative. As a guideline, at least one in-place density test shall be performed for each 2,500 square feet of compacted surface lift. Any areas not meeting the required compaction shall be recompacted and retested until compliance is met. 10.0 DRAINAGE AND MAINTENANCE Final drainage is important for the performance of the proposed structures and pavement. Landscaping, plumbing, and downspout drainage is also important. It is vital that all roof drainage be transported away from the building so that water does not pond around it, which can result in a soil Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, neatRidze. Colorado 14 volume change underneath the building. Plumbing leaks shall be repaired as soon as possible in order to minimize the magnitude of a moisture change under the slab. Large trees and shrubs shall not be planted in the immediate vicinitv of the structures, since root systems can cause a substantial reduction in soil volume in the vicinitv of the trees during dry periods. Adequate drainage shall be provided to reduce seasonal variations in moisture content of foundation soils. All pavement and sidewalks within 10 -feet of the structures shall be sloped away from the structures to prevent ponding of water around the foundations. Final grades within 10 -feet of the structure shall be adjusted to slope away from structures preferably at a minimum slope of 3 percent. Maintaining positive surface drainage throughout the life of the structure is essential. In areas with pavement or sidewalks adjacent to the new structure, a positive seal must be provided and maintained between the structures and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post -construction movement of pavement and flat -work is not uncommon. Maximum grades practical shall be used for paving and flatwork to prevent areas where water can pond. In addition, allowances in final grades shall take into consideration post construction movement of flatwork, particularly if such movement would be critical. Normal maintenance shall include inspection of all joints in paving and sidewalks, etc. as well as re -sealing where necessary. There are several factors related to civil and architectural design and/or maintenance that can significantly affect future movements of the foundation and floor slab systems. 1. Where positive surface drainage cannot be achieved by grading the ground surface adjacent to the buildings, a complete system of gutters and downspouts shall carry runoff water a minimum of 10 -feet from the completed structures. 2. Planters located adjacent to the structures shall preferably be self-contained. Sprinkler mains shall be located a minimum of five feet from the building line. 3. Planter box structures placed adjacent to the building shall be provided with a means to assure concentrations of water do not infiltrate the subsoils stratigraphy. 4. Large trees and shrubs shall not be planted closer to the foundations than a horizontal distance equal to roughly their mature height due to their significant moisture demand upon maturing. 5. Moisture conditions shall be maintained "constant' around the edge of the slabs. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, WheatRidge, Colorado 15 6. Roof drains shall discharge on pavement or be extended away from the structures. Ideally, roof drains shall discharge to storm sewers by closed pipe. Trench backfill for utilities shall be properly placed and compacted, as outlined in this report, and in accordance with the requirements of local City, County and/or State Standards. Since granular bedding backfill is used for most utility lines, the backfilled trench shall be prevented from becoming a conduit and allowing an access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs shall be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structures. The potential vertical heave values estimated and stated under "Vertical Movements" are based on the provision that positive drainage shall be maintained to divert water away from the building and adjacent pavement. If this drainage is not maintained, the wetted front may occur below the assumed fifteen feet depth, and the resulting vertical heave may be 2 to 3 times greater than the stated values shown in this report. Utility leaks may also cause similar high movements to occur. 11.0 LIMITATIONS The analysis and recommendations submitted in this report are based upon the data obtained from the one (1)boring drilled at the site. This report may not reflect the exact variations of the soil conditions across the site. The nature and extent of variations across the site may not become evident until construction commences. If variations appear evident, it will be necessary to re- evaluate our recommendations after performing on-site observations and tests to establish the engineering significance of any variations. The project geotechnical engineer should review the final plan for the proposed building so that he may determine if changes in the foundation recommendations are required. The project geotechnical engineer declares that the findings, recommendations or professional advice contained herein have been made and this report prepared in accordance with generally accepted professional engineering practice in the fields of geotechnical engineering and engineering geology. No other warranties are implied or expressed. This report is valid until site conditions change due to disturbance (cut and fill grading) or changes to nearby drainage conditions or for 3 years from the date of this report, whichever occurs first. Beyond this expiration date, Terradyne shall not accept any liability associated with the engineering recommendations in the report, particularly if the site conditions have changed. If this report is desired for use for design purposes beyond this expiration date, we highly recommend drilling additional borings so that we can verify the subsurface conditions and validate the recommendations in this report. Terradyne Engineering, Inc. C201018-4 Proposed Residence at 3251 Robb St, WheatRidge, Colorado 16 This report has been prepared for the exclusive use of Workshop Denver for the specific application to the proposed residence at 3251 Robb St, in Wheat Ridge, Colorado. Terradyne Engineering, Inc. C201018-4 3:�-. 1 3,79 SP t �My��i QI v 2 plewoo L _ n Mn4vroo '�j _ ',�' Sxim AnO ern ('es� \ 9 nt tChirc I' _� C 1 J B4 C 3'39 3_17 { 3205 1 t go Al Project: Proposed Duplex Residence Log of Boring B-4 Project Location: 3251 Robb St. Wheat Ridge, CO Sheet 1 of 1 Terradyne Project Number: C201018-4 Date(s) February 11, 2020 Drilled Drilling Solid Stem Auger Method 0 Total Depth 30 feet bgs of Borehole Drill Rig Lone Star Approximate Type Surface Elevation Groundwater Level 12 feet BGS and Date Measured Sampling California Method(s) Borehole Backfill Yes, with native soil Location See Figure 1 I 5 Izl 24 I V —1 20 I I 83.6 I 61 I 14 I 47 I I Swell 1.8 % J 10-1 19 I rZ A 28 I I 79.5 I 61 I 15 I 46 I I Swell 0.8 % v YVOOT Fat Clay, Very Stiff, Moist, Gray, CH ° 15 32 88.2 59 19 40 Swell 0.6 °k n 15 Sandy Fat Clay, Stiff, Moist, Gray, CH 11V100T 31 57.2 20 7I 25 —A 15 I r//I —1 26 DI 30 13 I 29 Bottom of Boring �1 35 n1 40 I �R�OYNE � J M 7 ..U—. 0 N O o U CL N N N O O O) O O _ 0_J J O N 2� L^ Com` N U U E N Q E CL °' U' o " REMARKS AND Q z a MATERIAL DESCRIPTION p m a J a a U D OTHER TESTS 0 rZ Fat Clay with Sand, Very Stiff, Moist, Gray, CH I 5 Izl 24 I V —1 20 I I 83.6 I 61 I 14 I 47 I I Swell 1.8 % J 10-1 19 I rZ A 28 I I 79.5 I 61 I 15 I 46 I I Swell 0.8 % v YVOOT Fat Clay, Very Stiff, Moist, Gray, CH ° 15 32 88.2 59 19 40 Swell 0.6 °k n 15 Sandy Fat Clay, Stiff, Moist, Gray, CH 11V100T 31 57.2 20 7I 25 —A 15 I r//I —1 26 DI 30 13 I 29 Bottom of Boring �1 35 n1 40 I �R�OYNE � J M 7 ..U—. Project: Proposed Duplex Residence Key to Log of Boring Project Location: 3251 Robb St. Wheat Ridge, CO Sheet 1 of 1 Terradyne Project Number: C201018-4 2 Q N JE N O d -0 O (D _ N N ^Q -0N z a O) O J CL MATERIAL DESCRIPTION o C O °' U t O > D�'o p 0 N N (n O (D NN a a a "REMARKSAND D OTHER TESTS 1 3 J4J J5 Izi Li 1211 U tj1 COLUMN DESCRIPTIONS 1eDepth (feet): Depth in feet below the ground surface.9❑ Passing #200 Sieve, %: The percent fines (soil passing the No. 2 Sample Type: Type of soil sample collected at the depth interval 200 Sieve) in the sample. shown. 10 LL, %: Liquid Limit, expressed as a water content 31 N=blows/ft (SPT) T=inches/100 blows (THD): N: Number of blows 71 PL, %: Plastic Limit, expressed as a water content. to advance SPT sampler 12 inches or distance shown, OR T: 72 PI, %: Plasticity Index, expressed as a water content. Penetration in inches of THD Cone for 100 blows 3 UC, ksf: Unconfined compressive strength. ® PP (tsf): The Relative Consistency of the soil, measured by Pocket 74 REMARKS AND OTHER TESTS: Comments and observations Penetrometer in tons/square foot regarding drilling or sampling made by driller or field personnel. 5❑ Graphic Log: Graphic depiction of the subsurface material encountered. © MATERIAL DESCRIPTION: Description of material encountered. May include consistency, moisture, color, and other descriptive text. 71 Water Content, %: Water content of the soil sample, expressed as percentage of dry weight of sample. ® Dry Unit Weight, pcf: Dry weight per unit volume of soil sample measured in laboratory, in pounds per cubic foot. — FIELD AND LABORATORY TEST ABBREVIATIONS SPT: Standard Penetration Test PL: Plastic Limit, percent a THD: Texas Dept. of Transportation Cone Penetrometer Test PI: Plasticity Index, percent LL: Liquid Limit, percent PP: Pocket Penetrometer s m UC: Unconfined compressive strength test, Qu, in ksf 'o TYPICAL MATERIAL GRAPHIC SYMBOLS ® Fat CLAY, CLAY w/SAND, SANDY CLAY (CH) TYPICAL SAMPLER GRAPHIC SYMBOLS OTHER GRAPHIC SYMBOLS 2 -inch -OD unlined split Shelby Tube (Thin-walled, ---y Water level (at time of drilling, ATD) Grab Sample u spoon (SPT) fixed head) Water level (after waiting) Rock Core THD Cone Minor change in material properties within a > st ratu m O — — Inferred/gradational contact between strata y —?— Queried contact between strata 0 c6 ro E; GENERAL NOTES 0 N U 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be a gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. The are not warranted to be representative p� 9 pp Y Y p 9 9 Y p 0 of subsurface conditions at other locations or times. 3 z_ 0 Y N N 0 N N O r N N N 7 � jR�OYNE Cr.r� Z Design Contlitions Outdoor design HE 3 0 T Heat loss 33622 BWb Entenng con HE 6]2-F Indoor design HE 706°F Manufacturers Performance Data at Actual Design conditions Manual S Compliance Report Job' 321eobbstrearget Manufacturer. York Model: TM9E060B12MIP12 Data aay23m,mm Actual airflow 967 cm 1ST+BASEAC1 es caiecam[s WebREPS Pian 32171gmbma» WebReps LLC. 1-800-810-3280 Mdebts all aquiamerRsotACC4 Manual S. .o.uirgagrees,aboom incense CAC5470) Project Information For BadNkiman WonMop Denver mmam 4100 Jason Street Denver CO 80211 a,eor Rimshop 0cinvmraem me 3217 Robe e<oe,op nm -we From Door fares Phone :]2a]45-0240 Email : morgal-KgvwbMupdenvercom Cooling Equipment Design Contlitions Outdoor design HE 917-F Sensible gam: 22227 BWb Entenng coo HE 777-F Outdoor design WB'. 596°F Latentgain 6626 BWb Entenng coil M 622-F Indoor design HE 756°F Total gain 28852 BWb IndoorRH. 50% Estimated airflow 967 cm Manufacturers Performance Data at Actual Design conditions Equipmennype SpfltAC Manufacturer. York Model: YCG30B21+CH362'6A+TM9E060Bl2MP12 Actual airflow 967 cm Sensible capacity 22330 BWb 100% of Latent capacity 6670 BWb 101% of Total capacity 20000 BWb 101% of SHE 77% Design Contlitions Outdoor design HE 3 0 T Heat loss 33622 BWb Entenng con HE 6]2-F Indoor design HE 706°F Manufacturers Performance Data at Actual Design conditions Equipmenttype Gaslumace Manufacturer. York Model: TM9E060B12MIP12 Actual airflow 967 cm Output capacity 57000 BWb PO% of Temp nbe 50 T �N„hrvaa:R'd ,kPPROVED Randy Slusser 1w2W2020 Mdebts all aquiamerRsotACC4 Manual S. mmam a,eor Rimshop 0cinvmraem me 3217 Robe e<oe,op nm -we From Door fares For BadNkiman WonMop Denver 4100 Jason Street Denver CO 80211 Phone :]2a]45-9248 Email : morga�a vwbMopaenvercom Design Contlitions Manual S Compliance Report Job' Data 321eobbstrara aay23m,mm Outdoor design WB: 2ND FLOOR AC 2 W Cain c amts WebREPS 1-800-810-3280 WebReps LLC. Pian 32171Mmbma» .o.ur@,ebrop, taboom incense Cti Latent apadty 8142 BWb For BadNkiman WonMop Denver 4100 Jason Street Denver CO 80211 Phone :]2a]45-9248 Email : morga�a vwbMopaenvercom Design Contlitions 18937 Outdoor design HE 91 7-F Outdoor design WB: 598T Indoor design HE 750T IndoorRH 50% Sensible gain: 18937 BWb Latentgain 5294 BWb Total gain 23331 BWb Estimated airflow 1189 cm Manufacturers Performance Data at Actual Design conditions Equipmenttype SpIitASHP Manufacturer Mitsubishi Electric Model: MXZ4C36NA2+Pp SLZKF09NA Actual airflow 1180 cm Sensible capacity 27258 BWb 151% of Latent apadty 8142 BWb 154% of Totalcopadty 35400 BWb 152% of SHE 77% Design Contlitions Outdoor design HE ;30T Heat loss 24209 BWb Indoor design HE 700T Manufacturers Performance Data at Actual Design conditions Equipmenttype SpIitASHP Manufacturer. Mitsubishi Electric Model : MXZ4C36NA2+Pp SLZKF09NA Actual airflow 1180 cm Output capacity 38000 BWb 149% of Supplemental heatrequired 0 Ruh Backup equipmenttype Elec strip Manufacturer. Motlel. Actual airflow 1180 cm Output capacity 0 kW 0%ofIadd Temp nbe 0 T Meelsall requiremendsofeeCCA Manual S. Entenng coil HE ]]3-F Entenng coil 621T Entenng con HE 0]3-F Capacity balance 47 T Economic balance -99 T wrightlial mau°r Rimshop Demvmraem me 3217 Robe e<oe,op nm—we FrontDoomosa Papel For Bad Nkiman, WonaM1op Denver 4100 Jason street Denver, CO 80211 Phone: 720-745-9240 Email morgan@wonaM1opdenvercom Load Short Form 'do Can 321Pobb5trgre' duy23J,2020 WebREPS 1-800-810-3280 Ell House lNebReps I.I.C. W Pian Rag C. Brooks 3217 nobb ma» 1880 82rd therm. S.R. 203 Er. B ... h FL32950 Ph m. ROD 810 PERO Email man mum br Design TD(T) 73 For Bad Nkiman, WonaM1op Denver 4100 Jason street Denver, CO 80211 Phone: 720-745-9240 Email morgan@wonaM1opdenvercom HEATING EQUIPMENT Htg Clg Outside do (T) 3 92 Inote do(T) 70 75 Design TD(T) 73 17 Daily range 1248 H Inside humidity (A) 30 50 M oisoure tliRerence(gallb) 35 36 HEATING EQUIPMENT Area Make n/a Ole load HtgAVF Trade n/a (R) Model n/a (Four) (con) AHWref n/a 2ND FLOORAC 2 1248 Efficiency n/a 1188 Heading Input n/a 2884 Leading output 0 Four Tempeaturenbe 0 T Actual airflow 0 en Airaowfaeor 0 mrvewh Static pressure 0 In H2O Space permeated: n/a in H2O InfQration Method Simplified Con5mcl on quality Tight Fireplaces 1 (Tight) COOLING EQUIPMENT Area Make n/a Ole load HtgAVF Trade n/a (R) Cond n/a (Four) (con) Coil n/a 2ND FLOORAC 2 1248 AHWref n/a 15893 1188 Efficiency n/a 2884 Sensible cooling 0 Four Latent cooling 0 Four Tonal cooling 0 Four Actual airflow 0 en Airaowfaeor 0 mrval Static pressure 0 in H2O Load sensible heat alio 0 ROOM NAME Area Htg load Ole load HtgAVF Oil (R) (Four) (Four) (con) (con) 2ND FLOORAC 2 1248 19439 15893 1188 1188 1ST+BASEAC1 2884 28848 19977 997 997 Ent reHouse 4184 48087 35549 2147 2147 Other equip l adds 8588 1181 Equip .@ 100 RSM 38731 LaRn[moling 13588 Calcolabonsappmved byACCA to meetall requirements of Manual J 8th Ed T wrighparOln m 2020Jul 23 22 00 19 Rig he Europe Ul 2019 19 0 ED RSU16098 MA.P shop oemereoiewn me 3217 Robe napping Palo -an rronmoomrezE Page Load Short Form WebREPS 1ST+BASEAC1 1-800-810-3280 WebReps LLC. 1880 Ford therm. S.R. 203 Par. B ... h FL32950 Ph em. ROD 810 per Email man tivagereb, Job 3217 Robb STS Dan Jay 23rd, 2020 W Crag C. Brooks Plait 3217 Robb 56001 For BadN iiman WonaM1op Denver 4100 Jamn street Denver, CO 89211 Phone: 720-746-9249 Email morgan@wonaM1opdenvercom Htg CIg Design Infkra[ion Outside do (T) 3 92 Method Simplified Inside do (T) 70 75 Centimeter quality Tight Design TD(T) 73 17 Fireplaces 1 (Tight) Daily range H Inside humidity (A) 30 50 M Figure tliRerence(gallb) 35 36 HEATING EQUIPMENT Area (+) Make Yon Go load (Binh) HDAVF (PUT) Trade VORKBVJOHNSON CONTROLS 1921 Model TM9E060B12MP12 1136 219 AHR ref 203324412 9E060B 12M P 12 156 Efficiency 95AFUE 9 Heading Input 60000 Four Heading output 57000 Four Temperature nbe 65 T Actual airflow 967 em Alreowfatior 6934 dmi Static pressure 059 In H2O Space wennotial 059 In H2O COOLING EQUIPMENT Area (+) Make Yon Go load (Binh) HDAVF (PUT) Trade YORK FLEXSPACE 1921 Cond YCG30B21 1136 219 Coil CH362E6 A+TM 9E060B 12M P 12 156 AHRIref 205110437 9 9 Efficiency 130EER, 16 SEER 52 Sensible cooling 22330 Four Latent cooling 6670 Four Total cooling 29000 Bwb Actual airflow 967 em Airflowfa¢or 6048 trrol Static pressure 059 In H2O Load sensible beat ratio 077 72 ROOM NAME Area (+) HD load Ctuh) Go load (Binh) HDAVF (PUT) CIgAVF (ITH) FLEXSPACE 1921 6487 1136 219 55 MECHROOM 156 9 9 9 9 BATH 52 497 9 17 9 GUESTBEDROOM 159 1544 781 52 38 GUESTVUC 46 720 9 24 9 OFFICEPLAYROOM 187 2145 2693 72 139 FEE CLO 7 9 9 9 9 LOUNGE 84 723 9 24 9 MURDOCH 129 1459 1155 49 56 POVAERROOM 33 329 9 11 9 BATHROOM 48 459 9 16 9 FOYER 82 2977 1514 79 73 CLOSET 14 9 9 9 9 Calculatonsappaved byACCA to meet all requirements N Manual J ED Ed RE 22 OF 19 !�� w�lYhlarga 'Rig Sulteln m 2020Jul za shop Zvorgiswn me 3217 Robe haze w vp Palo -e Font DoomresE Page UININV RVVNI KITCHEN IOU 343 LIOI 3132 LI00 3485 .hl 106 IJJ 168 1ST+BASEAC1 2864 28648 19977 967 967 Other equip loads 4974 2250 Equip. @ 1.00 RSM 22227 Latent cool i ng 6626 TnTAI C 7RFA '2'2F77 7RRF7 097 097 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r'ightsof - 2020-Jul-2322:00:19 Right-Suite® Universal 2019 19.0.20 RSU16998 Page AOCK...shop Denver12019`bth 1053217 Robb Street.rup Calc =MJ8 Front Door faces:E 1880 El thimm. Ship 203 Epm B ... h FL32950 Ph m. 800 810 PEEP Email man tivanab, For BadNkiman Workshop Denver 4100 Jason Street Denver, CO 80211 Phone: 720-740-9249 Email morgan@wonaM1opdenvercom Design Htg Clg Infkration Outside do IT) 3 92 Method Simplified Inside do IT) 70 75 Con5mcdon quality Tight Design TDIT) 73 17 Fireplaces 1 (Tight) Daily range H Inside humidity (A) 30 50 M oisuire tliRerence(gallb) 35 36 HEATING EQUIPMENT Make Load Short Form Joh : pan 321Pobb5trli' Julp23J,2020 WebREPS 1-800-810-3280 2NDFLOORAC2 WebReps LLC. W Pian Cra C.Bruoes 32nnobbma» 1880 El thimm. Ship 203 Epm B ... h FL32950 Ph m. 800 810 PEEP Email man tivanab, For BadNkiman Workshop Denver 4100 Jason Street Denver, CO 80211 Phone: 720-740-9249 Email morgan@wonaM1opdenvercom Design Htg Clg Infkration Outside do IT) 3 92 Method Simplified Inside do IT) 70 75 Con5mcdon quality Tight Design TDIT) 73 17 Fireplaces 1 (Tight) Daily range H Inside humidity (A) 30 50 M oisuire tliRerence(gallb) 35 36 HEATING EQUIPMENT Make M darkish El done Trade M darkish El done Model MAR4C36NA2 AHR ref 201755943 Efficiency 11 HSPF Make Mitsubishi Eleckc Heading input IL AVF Form) Trade Mitsubishi Eleckc Heading output 30000 Fort @4°F Temperature nse 34 T Actual airflow 1180 om Airflowfaoor 0981 oMBtuh Static pressure 0 In H2O Space dtenno5t BWt Latent cooling Coppery balance point =5 T BWb Total cooling Backup BWb Actual airflow 1189 om Airflowfaoor COOLING EQUIPMENT Area (R) Make Mitsubishi Eleckc Clgload Ftuh) IL AVF Form) Trade Mitsubishi Eleckc MASTERBEDROOM 284 Cond MAR 4C36NA2 5893 375 Coil (4)SITE JKF09NA CL 8 AHR ref 291755943 9 9 Efficiency 84 PER 192 SEER 38 Sensible cooling 27258 BWt Latent cooling 8142 BWb Total cooling 35499 BWb Actual airflow 1189 om Airflowfaoor 0075 orroBWh Static pressure 0 In H2O Load sensible beat ratio 077 9 ROOM NAME Area (R) Htg load Ctrh) Clgload Ftuh) IL AVF Form) CIgAVF (cfin) MASTERBEDROOM 284 8177 5893 375 421 CL 8 9 9 9 9 CLOSET 2 38 9 9 9 9 BEDROOM 2 179 4937 4199 399 398 BATH 2 41 9 9 9 9 BATH 1 43 9 9 9 9 LAUNDRY 50 0 0 0 0 BEDROOM 1 152 4039 4141 281 311 HALL 149 0 0 0 0 MASTERWARDROBE 53 0 0 0 0 MASTERCLOSET 78 9 9 9 9 WC 18 9 9 9 9 MASTERBATH 149 3095 1848 224 139 Calculations approved byACCA to meet all requirements of Manual J 8th Ed 232200 19 ! �� T Wrtgtai90iu r n m 2020 Jul za shop 2.020191 me 3217 voeenatrup oio=we PantDooIROSE rased 2ND FLOORAC 2 1240 19439 15693 1180 1180 Other equip loads 4770 2344 Equip. @ 1.00 RSM 18037 Latent cool i ng 5294 TnTAI C I1 An 7A7na 7'2'2'21 ii Qn 1IRn Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r'ightsof - 2020-Jul-2322:00:19 Right-Suite® Universal 2019 19.0.20 RSU16998 Page AOCK...shop Denver12019`bth 1053217 Robb Street.rup Calc =MJ8 Front Door faces:E �„�1 Web,l 1-800-810-3280 Project Surnrna ry Entire House WebReps I.I.C. Job: Date: Bi. 3217 Robb Street July23rd,2020 a1i aonsaeet 1880 gene Avenue BUAe 203,Vero Beach , FL 32960 Phone 8008103280 Email .manualfg5vbrepsbvac mm License CAC54799 Blum Central grand (79 drip) For: Bract Weim an, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@rvorkshoptenver.com Notes: 3217 Robb Street Weather: Denver Internationa, CO, US Winter Design Conditions Outside db -3 OF Inside db 70 OF Design TO 73 OF Heating Summary Structure 48087 Blum Ducts 0 Blum Central grand (79 drip) 5164 Blum Humidification 1342 Blum Piping 0 Blum Equipment load 54593 Blum Heating output Infiltration Blum Method 0 Simplified Actual airflow Construction quality cfin Tight 0 Fireplaces Static pressure 1 (Tight) in H2O Hall Caolirq Area(fir) 4163 4104 Volume(fi') 31433 31433 Airchanggesmour 0.13 0.07 Equiv.AVF(crm) 68 37 Heating Equipment Summary Make nPd Outside db Trade nPd OF Inside db Model nPd OF Design TD A HRI ref nPd OF Daily ren e Efficiency nPd Heating input % Moisture difference Heating output 0 Blum Temperature rise 0 OF Actual airflow 0 cfin Airfiowfactor 0 clinRtuh Static pressure 0 in H2O Space thermostat nPd Summer Design Conditions Outside db 92 OF Inside db 75 OF Design TD 17 OF Daily ren e H Relafive hum itity 50 % Moisture difference -36 grAb Sensible Cooling Equipment Load Sizing Structure 35549 Blum Ducts 0 Blum Central grand (79 drip) 1181 Blum Blower 0 Blum Use manufacturers data y Raleal nqq multiplier EquiprM load 1.00 36731 Blum sensible Latent Cooling Equipment Load Sizing Structure 13508 Blum Ducts 0 Blum Central grand (79 drip) -1589 Blum Equipment latent load 13508 Blum Equipment Total LoadlSerHLat) 50239 Blum Req. total capacity at 0.577 SHR 4.0 ton Cooling Equipment Summary Make nPd Trade nPd Cont nPd Coil nPd A HRI ref nPd Efficiency n/0- S ensibl a cooli ng 0 Blum Latent cooling 0 Blum Total cooling 0 Blum Actual airflow 0 cfin Airfiowfactor 0 clinRtuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 811h Ed. ai&. shop pe -161 . s, -I Blom Bulb Universal 2019 19 0 20 DEW 6998 Z92WUF232 Pag00 el nve BIbID15321-/Robb Steel rup Colo =MA Front Door hresE Pagei �„�1 Web,l 1-800-810-3280 Project Summa ry 1ST+BASEAC1 Wel LLC. Job: Dabl: ey;,,, 3217Robb Street July23rd,2020 Crai eonsaeet 1880 gene Avenue BUAe 203,Vero Beach , FL 32960 Phone 8008103280 Email manualfg5vbrepsbvac mm License CAC54799 Blum Central grand (36 drip) For: Bract Weim an, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@rvorkshoptenver.com Notes: 3217 Robb Street Weather: Denver Internationa, CO, US Winter Design Conditions Outside db -3 OF Inside db 70 OF Design TO 73 OF Heating Summary Structure 28648 Blum Ducts 0 Blum Central grand (36 drip) 2376 Blum Outside air Heating Equipment Summary Actual airflow Humidification 2597 Blum Piping 0 Blum Equipment load 33622 Blum Infiltration 19977 Blum Method 0 Simplified Construction quality 544 Tight Fireplaces 1 (Tight) Hall Caolirq Area(fir) 2863 2864 Volume(fi') 20151 20151 Air changgesmour 0.11 0.06 Equiv.AVF(crm) 36 19 Heating Equipment Summary Actual airflow Make York cfin Trade YORK BY JOHNSON CONTROLS Model TM9E060B12MP12 clinRtuh A HRI ref 203324412 0.59 Efficiency 95AFUE Heating input 60000 Blum Heating output 57000 Blum Temperature rise 65 OF Actual airflow 967 cfin Airfiowfactor 0.034 clinRtuh Static pressure 0.59 in H2O Space thermostat Structure 19977 Summer Design Conditions Outside db 92 OF Inside db 75 OF Design TD 17 OF Daily ren e H Relafive hum itity 50 % Moisture difference -36 grAb Sensible Cooling Equipment Load Sizing Structure 19977 Blum Ducts 0 Blum Central grand (36 drip) 544 Blum Outside air Blower 1707 Blum Use manufacturers data y Raleal nqq multiplier EquiprM load 1.00 22227 Blum sensible Latent Cooling Equipment Load Sizing Structure 7357 Blum Ducts 0 Blum Central grand (36 drip) -731 Blum Outside air Equipment latent load 6626 Blum Equipment Total LoadlSeri 28852 Blum Req. total capacity at 0.577 SHR 2.4 ton Cooling Equipment Summary Make York Trade YORK Cont YCG30B21 Coil CH362s6-A+TM9E 060B 1 2M 12 AHRI ref 205110437 Efficiency 13.0 EER, 16 SEER Sensible cooling 22330 Blum Latent cooling 6670 Blum Total cooling 29000 Blum Actual airflow 967 cfin Airfiowfactor 0.048 clinRtuh Static pressure 0.59 in H2O Load sensible heat ratio 0.77 Calculations approved byACCA to meet all requirements of Manual J 811h Ed. ai&. shop pe -161 . s, -I Blom Bulb Universal 2019 19 0 20 DEW 6998 Z92WUF232 Pag00 et nve BibID15321-/Robb Steel rup Colo =MA Front Door hresE Paget �„�1 Web,l 1-800-810-3280 Project Summa ry 2NDFLOORAC2 WebReps LLC. Job: Date: Bien: 3217 Robb Street July 23rd, 2020 Craig aonsaeet 1880 gene Avenue BUAe 203,Vero Beach , FL 32960 Phone 8008103280 Email manualfg5vbrepsbvac mm License CAC54799 Ducts 0 For: Bract Weim an, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@rvorkshoptenver.com Notes: 3217 Robb Street Weather: Denver Internationa, CO, US Winter Design Conditions Outside db -3 OF Inside db 70 OF Design TO 73 OF Heating Summary Caolirq Structure 19439 Blum Ducts 0 Blum Central grand (42 drip) 2787 Blum Outside air Make Mitsubishi Electric Humidification 1983 Blum Piping 0 Blum Equipment load 24209 Blum 1111111M.=1 Method Simplified Construction quality Tight Fireplaces 1 (Tight) Heat rq Caolirq Area(fir) 1240 1240 Volume(fi') 11282 11282 Air changgesmour 0.17 0.09 Equiv.AVF(crm) 32 17 Heating Equipment Summary Daily ren e Make Mitsubishi Electric Trade Mitsubishi Electric 50 Model MXZ-4C36NA2 Moisture difference A HRI ref 201755943 grAb Efficiency 11 HSPF Heating input Blum Heating output 36000 Blum @47°F Temperature rise 34 OF Actual airflow 1180 cfin Airfiowfactor 0.061 clinRtuh Static pressure 0 in H2O Space thermostat Blum Capacity balance point = 5 OF y Backup: Raleal nqq multiplier EquiturM load Input=OkW, Output=OBtuh,100AFUE Blum Summer Design Conditions Outside db 92 OF Inside db 75 OF Design TD 17 OF Daily ren e H Relafive hum itity 50 % Moisture difference -36 grAb Sensible Cooling Equipment Load Sizing Structure 15693 Blum Ducts 0 Blum Central grand (42 drip) 638 Blum Outside air Blower 1707 Blum Use manufacturers data y Raleal nqq multiplier EquiturM load 1.00 18037 Blum sensible Latent Cooling Equipment Load Sizing Structure 6151 Blum Ducts 0 Blum Central grand (42 drip) -858 Blum Outside air Equipment latent load 5294 Blum Equipment Total LoadlSeri 23331 Blum Req. total capacity at 0.577 SHR 2.0 ton Cooling Equipment Summary Make Mitsubishi Electric Trade Mitsubishi Electric Could MXZ-4C36NA2 Coil 4 SLZ-KF09NA A HRI ref 201755943 Efficiency 9.4 EER, 19.2 SEER Sensible cooling 27258 Blum Latent cooling 8142 Blum Total cooling 35400 Blum Actual airflow 1180 cfin Airfiowfactor 0.075 clinRtuh Static pressure 0 in H2O Load sensible heat ratio 0.77 Calculations approved byACCA to meet all requirements of Manual J 811h Ed. ai&. shop pe -161 . s, -I Blom Bulb Universal 2019 19 0 20 DEW 6998 Z92WUF232 Pag00 e nve BibID15321-/Robb Steel rup Colo =MA Front Door hresE Page3 9 1st Floor Job M 3217 Robb Street Performed by Craig C. Brooks for: Brad Weiman 4100 Jason Street Denver, CO 80211 Phone: 720-746-9240 morgan@workshopdenver.com WebReps LLC. 1880 82nd Avenue Suite 203 Vero Beach, FL 32960 Phone: 800-810-3280 manualj@webrepshvac.com Scale:1 : 102 Page 1 Right-SuiteO Universal 2019 19.0.20 RSU16998 2020 -Jul -23 22:00:46 .9\6th 10\5 3217 Robb Street.rup 9 2nd Floor Job M 3217 Robb Street Performed by Craig C. Brooks for: Brad Warren 4100 Jason Street Denver, CO 80211 Phone: 720-746-9240 morgan@workshopdenver. com WebReps LLC. 1880 82nd Avenue Suite 203 Vero Beach, FL 32960 Phone: 800-810-3280 manualj@webrepshvac.com Scale:1 : 102 Page 2 Right-SuiteO Universal 2019 19.0.20 RSU16998 2020Jul-23 22:00:46 .9\8th 10\5 3217 Robb Street.rup 9 Basement Job M 3217 Robb Street Performed by Craig C. Brooks for: Brad Warren 4100 Jason Street Denver, CO 80211 Phone: 720-746-9240 morgan@workshopdenver. com WebReps LLC. 1880 82nd Avenue Suite 203 Vero Beach, FL 32960 Phone: 800-810-3280 manualj@webrepshvac.com Scale:1 : 102 Page 3 Right-SuiteO Universal 2019 19.0.20 RSU16998 2020Jul-23 22:00:46 .9\6th 10\5 3217 Robb Street.rup Duct System 11ST+BASEAC 1 Summary WebRFPS WebReps I.I.C. 1-800-810-3280 milgreabrepshubcom These Real JW: 3217 Pobb STS Dae Jay 23q 2020 W crag c Brooks Plait 3217 Bo005troo1 For Baa Nkiman, WorUshop Denver 4188 Jason Street Denver, CO 88211 Panne: 720-740-9248 Design HD Email morgan@worlaM1oodenvercom Design Dam HAW Dud Hall Catling External stdcpressure 859 InH20 059 in H20 Pressure lasses 828 in H20 028 in H20 Available date pressure 838 in H20 088 in H20 Supply/ dorm available pressure 8388/8957 in H20 8388/8957 in H20 Low 46idon aR 8987 HILL POP 8987 In/l88R ACWal airflow 987 From 987 cm Tobl effectvel engto(TEL) 9899 418 ft SM1Mt ,C- -IllwrIED 22 00 19 gM1TsoR' v mIrem xoauvr ACOA shop ooZ.remewh son 3217 RohbSWetrup Colo- MAN oonmooeeosE r.ee+ Design HD Ole Design Dam HAW Dud ACtlal FogEgv Name (BI FfrC FILL) FR (in) (in) Map Ln (ft) Ln (ft) Trunk EACH 3 b 487 17 0 9223 48 0x0 SM1Mt fib 1398 arl BATHROOM b 480 16 0 9899 48 Ox SM1Mt 415 2958 SS DINING ROOM C 2755 91 133 0899 fib 0x0 SM1Mt 358 2708 sib FLEX SPOKE b 3243 109 27 0891 50 0x0 SM1Mt 825 2708 SS FLEX EA b 3243 109 27 0100 50 0x0 SM1Mt 438 2808 s16 FOYER C 1514 70 73 0887 48 0x0 SM1Mt 448 3058 SS GUEST BEDROOM b 1544 52 38 0898 48 0x0 SM1Mt 388 2708 3218 GUESTWIC b 720 24 0 0138 48 0x0 SM1Mt 145 2058 SP KITCHEN C 1742 53 84 0120 58 0x0 SM1Mt 115 2408 44 KITCHEN -A C 1742 53 84 0169 fib 0x0 SM1Mt 93 1708 SP 3278 108 158 0892 fib 0x0 SM1Mt 255 3058 47 UANG SPOKE C 3278 108 158 0103 88 0x0 SM1Mt 348 2808 s16 LOUNGE b723 24 0 0108 48 0x0 SM1Mt 455 2358 SS 1155 49 56 0893 48 0x0 SM1Mt 465 2808 SS 2893 72 130 0887 fib 0x0 SM1Mt 598 2908 SS POWDER SO b 329 11 0 0889 48 0x0 SM1Mt 355 3058 SS ,C- -IllwrIED 22 00 19 gM1TsoR' v mIrem xoauvr ACOA shop ooZ.remewh son 3217 RohbSWetrup Colo- MAN oonmooeeosE r.ee+ Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st1 PeakAVF 17 0 0.223 75 2.5 8 x 4 ShtMetl 14.0 st8 PeakAVF 143 170 0.098 766 7.1 8 x 4 ShtMetl st4 st3 PeakAVF 77 84 0.138 379 5.1 8 x 4 ShtMetl st2 st4 PeakAVF 873 883 0.087 691 13.5 8 x 23 ShtMetl st2 st5 PeakAVF 352 286 0.087 704 9.6 8 x 9 ShtMetl st7 st6 PeakAVF 217 185 0.100 782 7.8 8 x 5 ShtMetl st7 st7 PeakAVF 677 629 0.087 677 12.2 8 x 18 ShtMetl st4 st2 PeakAVF 950 967 0.087 696 14.0 8 x 25 ShtMetl Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb2 0x0 967 967 66.3 0.087 580 14.0 10x 24 ShMt wrightsoR® Right-Suite®Universal 201919.0.20 RSU16998 14CZK...shop Denver12019`bth 1053217 Robb Street.rup Calc=MJ8 Front Doorfaces:E 2020 -Jul -23 22:00:19 Page 2 Duct 22 DF OOem ma RAC2 ty WebRFPS Wei I.I.C. 1-800-810-3280 1880 82rd Promm. S.R. 203 Poll. B ... h FL32950 Ph m. ROD 810 3220 Email man tiurrinab, Job 3217 Carl Street Dae Jay 23q 2020 W crag c Brooks Plait 3217 Carl Street For Baa Nkiman, Wor,shop Denver Hug (FELL) Gg (FELL) 4100 Jason street Denver, W 89211 I Veloc Diam (fpm) (in) Design Panne: ]20-]40-9248 GIG Design Email morgan@wor,shoodenvercom Dud Actual Hall Cooling External stdcmesure 0 InH2O 0 in H20 Pressure lasses 0 in H20 0 in H20 Available sbatic pressure 0 in H20 0 in H20 Supply/ return available pressure 0000/0000 in H20 0000/0000 in H20 Lnw 4hicAnn ate 0 IN1 COR 0 Inn ggR Actual airflow 1180 corn 1180 FELL Total effenve lengou(TEL) 0 ft Name Dille Size (in) Hug (FELL) Gg (FELL) I TEL Design (ft) FR I Veloc Diam (fpm) (in) Design Hl GIG Design Dom HxW Dud Actual FogEgv 0 1 0 Name (Four) (corn) (FILL) FR (in) (in) Map Ln(ft) Ln(ft) Trunk 4141 281 311 0 0 0x0 SM1Mt 0 0 4199 300 308 0 0 Ox SM1Mt 0 0 PREFER PAID r 1848 224 139 0 0 Ox SM1Mt 0 0 PREFER BEDROOM C 5993 375 421 0 0 Ox SM1Mt 0 0 Name Dille Size (in) Hug (FELL) Gg (FELL) I TEL Design (ft) FR I Veloc Diam (fpm) (in) I Hxw (in) I Soua/Joist Opening (in) I Dud Map Trunk rb3 0x0 1180 1180 0 1 0 0 1 0 1 ox 0 1 SM1Mt ,C- snop oeme-Illw�I23 22 OF 19 gM1TsoR' v mvrem 2020 Jul ACOA m0lOFF son 3217 Ronnnaup zeCato - are Fro nmoomas r.eea RESIDENTIAL Address: 3217 Robb St Lot Size: 12,892.84 (12891 per plat) sq. ft. Property in the flood plain? No Subdivision: Lot 2, Merkwood Estates Related Cases: WS -16-02 Rev. 09/2017 Permit— Plan Review Worksheet Zoning: R-1 Lot Width: 102'- 8 7/8" ft. If yes, notify PW Floodplain Administrator and add surveying condition FLD Any conflict? (Y/N) No Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 25 Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing Lot Coverage Required Setbacks: FR 30 Provided Setbacks: FR 40'-6.5" sq. ft S 15 S 15 3222.75 sq. ft. Proposed Improvements (footprints): House/addition: sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing 2758.82 sq. ft Lot Coverage 21.3 % S 15 R 15 S 15 R 33 For additions or new construction, is the structure within 2 feet of minimum setbacks? Y If yes, add surveying condition FND. Maximum Height: 35 ft. Proposed Height: 28'-11" ft. Maximum Size: 3222.75 Proposed Size: 3079.9 sq. ft. sq. ft. Does the bulk plane apply? (Y/N) N If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R-1 C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? Y If yes, have parkland dedication fees already been paid (eg with a previous land use approval)?Rv: If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots 0 New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = °% increase If any box above is checked... For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) 0 For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. 0 In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) 0 For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot 102.74 _ width of driveway 20 /70-2 (round up for required trees) Street trees required: 2 Street trees provided: 0 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. 0 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. City of Wheat �idge 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 August 28, 2018 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3205, 3217, 3239, 3251, 3273, 3295 and 3325 Robb Street CURRENT ADDRESS: • 11435 West 32nd Avenue Merkwood Estates a replat of a portion of Brookside Subdivision, Lots 1-7, Section 28 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbakerAieffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel(&jeffco.us and edelypko@ieffco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda i.martinez(a)usps.gov and krissy.j.summerfield(a»usps.gov and arlene.a.vickrey@usps.gov and bill,, hg i�usps.aov 8. Xcel Energy, sandra.cardenas(ncr�,xcelenerg m 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water District 12. Northwest Lakewood Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.co.us DATE: Vicinity Map MERKWOOD ESTATES A REPIAT OF A PORTION OF BROOKSME SUBDIVISION #MG A PORllON OF 1HE SOLFMWPST CAJAM_it UP 'HC NCO.IHWEST CrJARTtR C* SECT'ON A TOWNWIP 3 SCXf1M RAMI 54 WEV 0- THE 6TH P.M, __ R CRY'JF WHEAT a!pGC, C4UNK OF JEFFERSON $FATE Of COIUNAf].'? I � 325f 3239 ?217 3205-'" i i.,.. •� I � " 11 4 � C��l� �,'w'!'a�.w � . ' r ..� �1 +-e+,S ; Lea �< �+.f:2 ` �' ° tl t°�" s � .,. . a..� °iii w � ... �' I y^�5 � � w}.y_ <• ama.M �:• � RSM rY � .. ; 95�� ..• •_u ' 1,1 Ff t� j 114°. a.wl�.a�wnwwenu. i�E� '•®_ ay.. «., m,. ', ' W W "