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Home My WebLink AboutApplication- PermitProject Address Garfield County Building & Planning Department 10B 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. Issue Date: 1/31/2012 Expires: 07/31/2012 Subdivision Section Township Range 620 CR 319 RIFLE, CO 81650- 217714300281 Owner Information Address Phone Cell Public Service Company (N. of Co. R CO Contractor(s) Phone Primary Contractor Proposed Construction 1 Details Storage building FEES DUE Fee Amount Commercial Building Fee $1,424.95 Plan Check Fee $926.22 Total: $2,351.17 Valuation: $ 176,910.00 Total Sq Feet: 3000.00 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLCO-10-11-21444 $ 2,351.17 Check # 83109 Check # 29921 $267.44 $2,083.73 $ 0.00 Required Inspections: For inspections call : 1(888)868-6306 Inspection IVR See Permit Record Building Department Copy Tuesday, January 31, 2012 2 Cerci - f Zd C"o u 1-z zy 108 8"° Street, Slate 40!, Glenwood Springs. CO 81611 Ph:970-945-8212 Fx: 970-384-3440 Inspection Line: 888-868-5306 v vw.garfield-countv.conl BUILDING PERMIT APPLICATION OCT 0 6 2011 GOUNi D NG &X3'3 I Parcel No: (this infirm Millar' if available at the assessors office 970-945-9134) 2177-143-00-281(4 ac) 2177-144-00-126( 55 ac) Lot No: Block No: Subd./ Exemption: 1 & 2 Section 14 Twnshp 6 South,Range 93 West 2 Job Address: (if fur Address ha.s.'tot been assigned, please protide CR, 111VY or Street haute ct Cite) or and legal description 620 County Road 319, Rifle Colorado 81650 1!,(VI15 3 Owner: (properly owner) Xcel Energy (Public Service) Mailing Address: 1800 Larimer St.,Suite 900 Ph: Jason Hunt (303) 571-7062 Alt Ph: Leigh Stoakes (612) 330-7599 4 Contractor: 'l'BD Mailing Address: Ph: Alt Ph: 5 Manufactured home installer: N/A Mailing Address: Ph: Lic 0: 6 Architect: Wong Strauch Architects Mailing Address: 820 Santa Pe Drive Ph: (303) 293-9206 Alt PIE 7 Engineer: Swanson Rink Mailing Address: 1120 -Lincoln SL. ,Suite 1200 Ph: (303)832-2666 Alt Ph: 8 Sq. Ft. of Building: 3,000 S.F. Sq. Ft. or Acres of Lot: Lot 1 (4.3 Ac) Lot 2 (55-2 Ac) Height: 27'-0°' No. of Floors: 1 story storage 9 lJsc of Building: ❑Residential ®Commercial ❑Other ' Class of Work: I New ❑Alteration ['Addition ['Repair ❑Demo ❑Move 10 Describe Work: New construction of a 3,000 S.F. storage building (pre-engineered structure) added to the site and adjustments to the existing site will be made accordingly 11 Garage: N/A ❑Attached ['Detached Septic: N/A DISDS ❑Connunity Type of Heat: ❑Nat. Gas ❑Propane ®Electric ❑Other 12 Driveway Permit: N/A Owners valuation of Work: $285,000.00 NOTICE (Authority. 1 his application for a 13uikding Permit must be signed by the Owner of the propeny, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter ofauthority, signed by the Owner, must be prosided with this Application. !,ectal Access. A Building Permit cannot be issued without prooruf legal and adequate access to the propeny for purposes of inspections by the Building Department. Other Perarils, Multiple separate perrnits may be required: (1) Slate Electrical Permit 12) County ISDS Permit, (3) another permit required for use on the propeny identified abose, e.g. State or Colby Ilighwayf Road Access or a State Ll'astewatcr Discharge Permit. Void Permit A Building Permit becomes null and void tithe work authorized is not commenced within 180 days niche date of issuance and if work is suspended or abandoned for a period of 180 days after commencement, CERTIFICATION I hereby certify that I have Lead this Application and that the information contained above is true and correct, 1 understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued graining permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I aeree that 1 and my agents will comply with provisions of any federal, stare or local law regulating the work and the Garfield County Building Code, 1905 regulations and applicable land use regulations (County Regulauionts)). 1 acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use orate stnicrture(s) and faeility(ies). described above, are not in compliance ssith County Regulation(s) or any other applicable law. I hereby grant permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the Building Official from.' (11 requiring the correction or errors in the submittals, if any, discovered after issuance: or (2) stopping construction or use of the strucmrelsl or faeilityties) if such is in violation of County Regulation(s) or any other applicable law. Review adds Application, including submittals, and inspections of the work by the Buikliug Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, 1 acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and" or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND TIIE NOTICE, A CERTIFICATION ABOVE. U t1 / J /3/t I. i OVERS SIC/NATURE DATE t3io° 3A61.44 STAFF USE ONLY Special Conditions: Adjusted Valuation: 17 4, 9/o, 00 flan Check Fre: e1z6.zz Permit Pee: 1929.95 11anu home Fee: Misc Fees: -�--.._� Total Fees: -S3 57.17 Fees Paid: ,Cjf.4'LI Balance Due: •Z, oP 5, /3 tip No & Issue Date: !SDS Net & Issued Date: 60+ 3- Setbacks: , c OCC Group: Const Type: A.o ting: A PUMA!,/ DAT'. ' APPROVAL DAT/1 Applicant Address Date VALUATION FEE DETERMINATION Xcel Energy 620 CR 319 Rifle 11/3/2011 Subdivision Lot/Biock Contractor Finished (Livable Area): Main sq,ft Upper sq.ft Lower sq,ft Other sq,ft X $74.68 Total Square Feet 0 sq,ft Total Valuation Basement: Unfinished Conversion of Unfinished to Finished Other Total Valuation Garage/Storage (wood framed) Conversion of garage to finished living Carport Other Total Valuation Crawl Space Total Valuation Decks/ Patios/Porches Covered Open Other Total Valuation Type of Construction: Occupancy: S-1 IIB Total Valuation sq.ft X $41.00 sq.ft X $33.68 sq.ft X sq.ft X $18.00 sq.ft X $56.68 sq.ftX $12.00 sq.ft X sq.ft X $9.00 sq,ft X $24.00 sq,ft X $12.00 sq.ft X Commercial 3000 sf X sf X sf X sf X sf X sf X $58.97 N/A N/A TBD 0.00 0.00 0.00 0.00 0.00 176,910.00 Total Valuation 176,910.00 Building Plan Review Description of Work: Storage building Bin #: Location Address: RIFLE, CO General Information Contacts Case Manager: David Bartholomew Plan Case Number: BLDG -10-l1-7013 Parcel: 217714300281 Application Date: 10/06/2011 Owner: Public Service Company (N. of Co. River west) Applicant: Public Service Company of Colorado Applicant Phone: (303)571-7062 Email: Building Plannincaoninn Engineered Foundation _ _ Property Line Setbacks Driveway Permit 30ft Stream Setbacks Surveyed Site Plan / Flood Plain Septic Permit and Setbacks / Building height I % Grade/Topography 30% / Toning Sign -off �G Attach Residential Plan Review List �/ '� Road Impact Fees Minimum Application Questionnaref HOA/DRC Approval / Y/9 Subdivision Plat Notes GradelTopography 40% / Fire Department Review Planning Issues 7 Valuation DeterminationlFees Subdivision Plat / Red Line Plans/Stamps/Sticker General Comments: / Attach Conditions 7 Application Signed f Plan Reviewer To Sign Application ParcellSchedule No. /L,�' 40# Snowload Letter - Manu. Homes Soils Report Monday, January 23, 2012 I CONDITIONS OF PERMIT BLCO-10-11-2237 Xcel Energy Storage Building 620 CR 319 Rifle, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IECC, IFC, AND THE MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH THE CURRENT LAND USE CHANGE PERMITS. 3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) BUILDING IS APPROVED AS TYPE IIB CONSTRUCTION, S1 OCCUPANCY. 5) CONTACT LOCAL FIRE DISTRICT FOR SPECIAL REQUIREMENTS PRIOR TO CONSTRUCTION. FIRE DISTRICT FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 6) ENGINEER SHALL FIELD VERIFY SCREW PILE INSTALLATION. PROVIDE APPROVAL REPORT AT FOOTING INSPECTION. 7) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. FINAL APPROVAL REPORT IS REQUIRED AT FRAME INSPECTION. 8) LOCKS, LATCHES, AND LANDINGS PER 2009 IBC, SECTION 1008. 9) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 10) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 11) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 12) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR CO/FINAL APPROVAL. cor)/ NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The Permit Fee, as well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by a person having written authority from the owner to act as their representative. hereby acknowledge I have read, understand, and will abide with the requirements of this checklist. Signature of Owner lg3I Date at Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.garfield-county.com Total Due: $0.00 I Receipt Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Return to: Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Owner's Information Public Service Company of Colorado Public Service Company of Colorado 1800 Larimer ST Denver, CO Invoice Number: BLCO-10-11-21444 Invoice Date: October 06, 2011 Permit Number: BLCO-10-11-2237 Bond Number: Comments: Perm�t., 7 Date 10/06/2011 10/06/2011 Jnr ° et C Qmm rcia Fee Name Commercial Building Fee Plan Check Fee allAdina Fee Type Adjustable Percentage • N -E Fee Amount $1,424.95 $926.22 Total Fees Due: $2,351.17 Payments Date 10/06/2011 01/31/2012 Pay Type Check Check Check Number 83109 29921 Amount Paid $267.44 $2,083.73 Change $0.00 $0.00 Total Paid: $2,351.17 Tuesday, January 31, 2012 XcelEnergy' September 13, 2011 RESPONSIBLE BY MATURE" Glenn Hartmann, Senior Planner Garfield County, Building & Planning Department 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 Real Estate Services 1800 Larimer Street Suite X0- 11 Denver, CO 8202 RE: Xcel Rifle Substation Operations in Garfield County Wong Strauch Architects Authorization to Represent Xcel Energy Mr. Hartmann: As Director of Real Estate Services for Xcel Energy in Denver, Colorado, I am notifying Garfield County that Xcel Energy has authorized Wong Strauch Architects to process the submittal of an Amendment Application for the proposed storage building at the Xcel Rifle Substation Operations site. If you have further questions, please contact us at our address below. Sincerely, Kristen C. Karabensh, Director, Real Estate Services 1800 Larimer Street, Suite 900 Denver, Colorado 80202 303-571-7840 ■111P:IltlitlY UMW! lioiltfelir1411614.11ii411111 Reception0: 808653 09/29!2011 09:42:40 RM Jean Alberloo i of i Rea Fee:$1i.00 Dec Fee:0.00 GARFIELD COUNTY CO STATEMENT OF AUTHORITY 1. This Statement of Authority relates to an entity' named 1C&IOC- Con and is executed on behalf of the entity pursuant to the provisions of Section 38-30-172, C.R.S. 2. The type of entity is a: ❑ trust ❑ nonprofit corporation ❑ limited liability company ❑ general partnership ❑ limited partnership ❑ 3. 4. The mailing address for the entity is 1: registered limited liability partnership ❑ registered limited liability limited partnership 13 limited partnership association overnment or governmental subdivision or agency rporation of,e'obr o y The entity is formed under the laws of 0..b10 0/40 / 6tilA T,P e-} S,1;�e /100 rcry go 5. Th'name 0 position of each person authorized to execute instruments conveying, encumbering, or mew .t otI wise a eeting title�o real property on b¢half of the entity is �j{ rkc,y) af?�X C:(3410 6.2 The authority t fjt e forqgoing pejsyn (s) to bfnd the etftity is 0 not)imited � .�..y lee 7. Other ma ee�ylcerning the manner in which the entity deals with interests in real property. Executed this S. 1" t/ I/til (2 3 0q621/,‘ `"`7777 M t iu 1tf EsaT A STATE OF e'OiDitAH@ COUNTY OF 3i!'NtS€FIN SS: The foregoing instrument was acknowledged before me this by Pafrire D. i%faeser Witness my hand and official seal. My commission expires: 6/5 Signature dO, edoi --1-Pie-e04/.;&V; As/. Cotioc5ecie), Signature c23" day of Sep.-fPIM 1 e r 'This form should not be used unless the entity is capable of holding title to real property. 'The absence of any limitation shall be prima facie evidence that no such limitation exists. 'The statement of authority must be recorded to obtain the benefits of the statute. k September 30, 2011 John Gudger Wong Strauch Architects 820 Santa Fe Drive Denver, CO 80204 Garfield BUILDING & PLA Cbry DP -11 - RE: Public Service/Xcel Energy Amendment to an Existing Land Use Permit/Approval (File No. SUAA-6958) Dear John: With the recording of the Delegation of Authority documentation requested by the County Attorney's Office, the Application submitted by you on behalf of Public Service Company of Colorado and Xcel Energy, for an Amendment to a Land Use Permit/Approval associated with the Rifle Substation was deemed technically complete today, September 29, 2011. The Application requested approval for the construction of an additional 3,000 sq.ft. storage building on the property located at 620 County Road 319, Rifle, CO 81650. The site is also known by Assessor's Parcel No. 2177-144-00-126. The Application information was thorough and no further information is requested to complete the Application. Based on the Staff review and pursuant to Section 4-107(A)(5)(a), and Section 16-101, Definition of Non -Substantial Change of the Garfield County Unified Land Use Resolution of 2008, as amended (ULUR), the Director of the Garfield County Building and Planning Department has determined that the Amendment request is considered to be a Non - Substantial change and has approved the proposed amendment to the Land Use Change Permit. Based on this determination no referrals shall be required. This determination is subject to the following conditions: a. All prior approvals including but not limited to Resolution No.80-243 and conditions of approval for the Public Service Company of Colorado — Xcel Energy Rifle Substation shall remain in effect. b. The storage structure shall be limited to a maximum of 3,000 sq.ft. and shall comply with all zoning and building code requirements including grading and drainage for the proposed improvements. c. The building permit submittal shall contain storm water management plans and best management practices prepared by a licensed professional engineer for the relocated drainage swale adjacent to the building and any other related storm water impacts. 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 In accordance with Section 4-107(A)(6), this review letter -- notice of decision, will be sent to the Board of County Commissioners which have a 14 day review period in which to decide whether to reconsider (call up) the Director's Decision. You are also required to send a notice of decision to all adjacent property owners within 200 ft. of the subject property within 5 working days of this decision. A courtesy notice form is attached for your convenience. The Applicant must verify all information provided in the notice and correct any deficiencies such that proper notice in form and substance can be established. The mailing must be completed no later than October 7, 2011. Please present to the Building and Planning Department copies of certified return receipts from your mailing once completed. Please note that if no request for reconsideration is filed with the County within the date of the Director's decision, it shall become final. Thank you for your cooperation in finalizing this decision. Please do not contact this office if you have any questions. Sincerely, Fred Jarman, Director, Department of Building and Planning Cc: Board of County Commissioners Carey Gagon, Assistant County Attorney 14 days of hesitate to 2 NOTICE OF DECISION TAKE NOTICE that Public Service Company of Colorado with Xcel Energy has applied to the Director of the Building and Planning Department, Garfield County, State of Colorado, to request an amendment to the land use permits/approvals for the Rifle Substation on a property situated in the County of Garfield, State of Colorado; to -wit: Legal Description: TO BE INSERTED OR ATTACHED BY THE APPLICANT (Generally described as being located on Lot 1 and 2 of Section 14, Township 6 South, Range 93 West of the 6th Principal Meridian, County of Garfield, State of Colorado) Practical Description: Located just east of the City of Rifle, at 620 County Road 319, Rifle, CO 81650. Description of Request: To allow modifications to the site for the construction of a 3,000 sq.ft. storage structure. No other changes are proposed. The Director Decision pursuant to Section 4-107(A)(5)(a) of the Garfield County Unified Land Use Resolution of 2008 (ULUR) as amended was issued on September 30, 2011 and is that the Application was determined to be a non -substantial change and to administratively approve the amendment request subject to the following conditions: a. All prior approvals including but not limited to Resolution No.80-243 and conditions of approval for the Public Service Company of Colorado — Xcel Energy Rifle Substation shall remain in effect. b. The storage structure shall be limited to a maximum of 3,000 sq.ft. and shall comply with all zoning and building code requirements including grading and drainage for the proposed improvements. c. The building permit submittal shall contain storm water management plans and best management practices prepared by a licensed professional engineer for the relocated drainage swale adjacent to the building and any other related storm water impacts. The Board of County Commissioners may, at its discretion, decide to review the Director's Decision within 14 calendar days of the Decision. If you have questions or comments regarding this decision, please contact the Garfield County Building and Planning Department at 970-945-8212. Building and Planning Department Garfield County 1111movii llariGo,idi voiri til i 11I11 Reception#; 809752 10124/2011 04:02:51 PM Jean Rlberico 1 of 4 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO AMENDMENT LAND USE CHANGE PERMIT - SPECIAL USE APROVAL to Public Service Company of Colorado - Xcel Energy for the Rifle Substation (Parcel No. 2177-144-00-126) CONFORMI COPY In accordance with and pursuant to Section 4-107 (Amendments to an Approved Land Use Change Permit) of the Garfield County Unified Land Use Resolution of 2008, as amended, the Director of the Building and Planning Department has determined that the proposal is a non -substantial amendment to an existing Special Use Approval, and hereby authorizes, by this Amended Land Use Change Permit, the following activity: Construction of an additional 3,000 sq.ff. storage building and related site improvements accessory to the existing Rifle Substation Facilities on that property described in Exhibit "A", Legal Description and in Exhibit "B" Site Plan Excerpt and generally located on Lots 1, and 2, Section 14, T6S, R93W, also known as 620 County Road 319, Rifle, Colorado, 81650_ (County File No. SUAA-6958) This Administrative Permit is hereby issued subject to the conditions set forth in Exhibit "C" (attached hereto) and amends approvals granted by Resolution No. 80- 243, for a 345 KV Transmission Line which included additional terminal and substation facilities at the Rifle Substation. This permit shall be valid only during compliance with applicable provisions of the Garfield County Unified Land Use Resolution of 2008, as amended, Building Code, and other regulations of the Board of County Commissioners of Garfield County, Colorado. BUILDING AND PLANNING DEPARTMENT, GARFIELD COUNTY, COLORADO Fred A. Jarman, AICP Building & Planning Dep . ment Director 2y Dat 1 Exhibit A Legal Description EXEMPTION SURVEY LEGAL DESCRIPTION: A PORTION OF LAND LOCATE° IN THE SOUTH HALF OF SECTION 14, TOWNSIIIP 6 SOUTH, RANGE 93 WEST OF THE NCH PRINCIPAL MERIDIAN. COUNTY OF RIFLE, STATE OF COLORADO, MORE PARTICULARLY DECIBED AS FOLLOWS: - COMMENCING AT THE CENTER QUARTER CORNER OF SAID SECTION 14: THENCE SOUTH 00658104" WEST A . • DISTANCE OF 655.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 01'011'50° WEST A DISTANCES OF 260.14 FEET; THENCE SOUTH 00°5024" WEST A DISTANCE OF 394.85 FEET; THENCE SOUTH 88°4957" EASTA DISTANCE OF 1318.07 FEET TO THE SOUTHEAST SDCTEENTH CORNER OF SAID SECTION 14; THENCE SOUTH 00'5507 WEST A DISTANCE OF 1313.57 FEET TO THE EAST SIXTEENTH CORNER OF SAID SECTION 14:i THENCE NORTH 88°32'37° WEST, ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST, QUARTER OF THE MUTT -EAST QUARTER OF SAID SECTION 14, A DISTANCE OF 1318.44 FEET TO THE SOUTH QUARTER CORNER OF SAID SECTION 14; THENCE NORTH 00°58708" EAST, DEPARTING SAID SOUTH A DISTANCE OF 655.16 FEET; THENCE NORTH 88.37'19" WEST A DISTANCE OF 658.88 FEET THENCE NORTH 00°56'51" EAST A DISTANCE OF 864.07 FEET; THENCE NORTH 00°45'46" EAST A DISTANCE OF 345.01 FgtT; THENCE NORTH 01°0522° EAST A DISTANCE OF 30898 FEET; THENCE SOUTH 88°45'28° EAST A DISTANCE OF 65922 FEET TO THE POINT OF BEGINNING. CONTAINING 59.493 ACRES OR 2,591,507 SQUARE FEET, MORE OR LESS. 2 Exhibit C Conditions of Approval a. All prior approvals including but not limited to Resolution No.80-243 and conditions of approval for the Public Service Company of Colorado -- Xcel Energy Rifle Substation shall remain in effect. b. The storage structure shall be limited to a maximum of 3,000 sq.ft. and shall comply with all zoning and building code requirements including grading and drainage for the proposed improvements. c. The building permit submittal shall contain storm water management plans and best management practices prepared by a licensed professional engineer for the relocated drainage swale adjacent to the building and any other related storm water impacts. 4 From: David Bartholomew [mailto:dbartholomew@garfield-county.com] Sent: Friday, October 21, 2011 3:31 PM To: John Gudger Cc: Andy Schwaller; Glenn Hartmann; Hunt, Jason; Stoakes, Leigh W; Greg Peer; Gomez, Ben (Rocky); Don Strauch; Kevin Sullivan; kewhelan@riflefiredept.org Subject: RE: Xcel Rifle Substation: Building Permit Application for New Storage Building John, After reviewing the MSDS for the mineral transformer oil, we are in agreement that the material is a Class 111B combustible liquid. Please refer to 2009 IBC, Table 307.1(1) for liquid gallon pounds "storage" amount (13,200) and liquid gallon pounds "use -open systems" amount (3,300). Allowable quantities may be increased per footnotes or by control areas. Also refer to IBC Section 406 for motor vehicle related occupancy requirements. Please contact Kevin Whelan at the Rifle Fire Protection District, 1850 Railroad Ave. Rifle, CO 81650, 970-625-1243, kwhelan@riflefiredept.org for any requirements they may have regarding these uses. The building will be Type II construction with an S-1 occupancy classification. A second exit door will be provided per your amended floor plans. Structural plans will be amended to specify a roof snow load design of 40 psf. Pre-engineered building plans will be submitted when available. Please provide two (2) copies of the required plans. Thank you taking the time to address my concerns as outlined below. Please contact us with any questions or concerns. Regards, David David Bartholomew, Plans Examiner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Office: 970-945-8212 From: John Gudger[mailto:jgudger@wsarchitect.com] Sent: Friday, October 21, 2011 10:40 AM To: David Bartholomew Cc: Andy Schwaller; Glenn Hartmann; Hunt, Jason; Stoakes, Leigh W; Greg Peer; Gomez, Ben (Rocky); Don Strauch; Kevin Sullivan Subject: RE: Xcel Rifle Substation: Building Permit Application for New Storage Building Importance: High David, Below is a response to your questions in the email below. 1. This new building will house Xcel commercial vehicles and about 500 to 700 gallons of mineral transformer oil that is a Class 1116 material. This material will be stored in 50 gallon drums. I've attached the MSDS sheet for your reference. 2. All shipments and receivables will be delivered to the existing maintenance warehouse/office as this building will only be used for storage. 3. This building will only be used for storage, as the existing maintenance warehouse/office building will be utilized for equipment preparation, maintenance and repair of Xcel's commercial vehicles. 4. Since the Class II1B (mineral transformer oil in 50 gallon drums) is the only material that comes closest to a hazardous material, we are still classifying this building as a Type IIB Construction S-1 Occupancy. Per Table 1021.1, we will provide two exits, with the 2nd exit door mirroring the original exit door. All drawings will be modified to accommodate this new exit. I've attached a revised floor plan so you can reference where we intend to place the 2nd exit door. 5. Per the attached sheet, we have modified the structural drawing accordingly to address your comment. 6. This project is currently under bid and pre-engineered drawings will not be produced until a contract has been awarded. We will forward to you the pre-engineered drawings once they have been produced. As indicated in item 6, this project is currently under bid. Please let me know if possible today that our item responses of 1 to 5 adequately meet the requirements you are looking for in your review. Our design team will need to implement these changes in an Addendum to prospective bidders to be emailed out at the end of next Wednesday, October 26, 2011. We look forward to hearing from you soon. Sincerely, John E. Gudger, AIA Associate WONG STRAUCH ARCHITECTS, P.C. Project Coordinator 820 Santa Fe Drive Denver, Colorado 80204 Audger@WSArchitect.com 303.293.9206 t 303.293.8207r "The recipient acknowledges Wong Strauch Architect's (WSA) documents, including electronic files, as instruments of service. The recipient shall not reuse or make any modification to the documents without prior written authorization of WSA. When the electronic file is accessed or opened, the recipient agrees, to the fullest extent permitted by law, to indemnify and hold harmless WSA, its officers, directors, employees and sub -consultants (collectively, WSA) against any damages, liabilities or costs, including reasonable attorneys' fees and defense costs, arising from or allegedly arising from or in any way connected with the unauthorized reuse or modification of the documents from or through the recipient without the written authorization of WSA. " From: David Bartholomew [mailto:dbartholomew@garfield-county.com] Sent: Monday, October 17, 2011 10:45 AM To: John Gudger Cc: Glenn Hartmann; Hunt, Jason; Stoakes, Leigh W; Clare Epke; Greg Peer; Ben.Gomez@xcelenergy.com; Andy Schwaller Subject: RE: Xcel Rifle Substation: Building Permit Application for New Storage Building Good Morning Everyone, 1 have just performed the plan review for the storage building and the following corrections and/or information is required: 1) What type of materials will be stored? Hazardous materials, parts, equipment, machinery, vehicles? 2) How often will the building be occupied to warehouse, ship or receive materials? Daily, weekly, less frequent? 3) Will equipment preparation, repair, and maintenance be performed in this building? 4) Travel distance exceeds 75 ft. Two exits are required per IBC Section 1021. Amend floor plan A101 to show location of second exit. 5) Amend structural page S001 to specify 40 psf (Pf) flat roof snow load. 6) Provide pre-engineered steel building plans, side-wall, end -wall, roof framing member size and connection details. Verify 40 psf (Pf) flat roof snow load. Thank you for your time in this request. Feel free to contact us with any questions or concerns. Regards, David David Bartholomew, Plans Examiner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Office: 970-945-8212 David Bartholomew From: Hunt, Jason [Jason.Hunt@xcelenergy.com] Sent: Monday, January 09, 2012 12:26 PM To: David Bartholomew Cc: John Gudger Subject: FW: Delegation of Authority Attachments: Delegation of Authority - Terry Laudick.pdf Importance: High Mr. Bartholomew, Please find attached the delegation of authority that allows Terry Laudick sign the permit applications for the Rifle Warehouse Project for Xcel Energy. Please let me know if you require anything else from us at this time to expedite the approval of the signature and permitting process. Jason Hunt, CDT, LEED AP BD+C Xcel Energy 1 Responsible By Nature Project Lead, Property Services 1800 Larimer St., Suite 900, Denver, Colorado 80202 P: 30 3.571.7062 F: 303.294.2863 E: jason.huntOxcelenergv.com XCELENERGY.COM Please consider the environment before printing this email. From: Laudick, Terry L Sent: Wednesday, January 04, 2012 3:36 PM To: Hunt, Jason Subject: Delegation of Authority Importance: High Jason, Attached you will find the delegation of authority granted to me by our Corporate Secretary. Hopefully this will satisfy Garfield County as it pertains to the Grading Permit within the time frame it was signed. If not, please let me know what will work. Thanks, Terry Terry L. Laudick, CCIM Xcel Energy 1 Responsible By Nature Real Estate Asset & Portfolio Manager 1800 Larimer St., Suite 09C12, Deriver, Colorado 80202 P: 303.571.7676 F: 612.318.4 390 E: terry.I.laudickc xceleneruv.com XCELENERGY.COM Please consider the environment before printing this email 1 Xcel Energy Cathy J. Hart Vico President Corporate Services and Corporate Secretary 414 Nicollet Mail, 5th Floor Minneapolis, Minnesota 55401-1927 Phone: 612.215.5346 Fax: 612.215.4504 TO: Legal Department, Purchasing Department, Accounts Payable Department, and Corporate Secretary Department FROM: Cathy J. Hart, Vice President, Corporate Services and Corporate Secretary DATE: October 12, 2011 RE: DELEGATION OF AUTHORITY TO ACT AS AGENT In keeping with the need to conduct normal business in an expeditious manner, the following delegation of authority is provided: 1. This delegation of authority constitutes my authorization, effective October 20, 2011, as required by Company resolutions or bylaws to act on behalf of Public Service Company of Colorado (PSCo), Northern States Power Company -Minnesota (NSP -MN), Northern States Power Company Wisconsin (NSP -WI), Southwestern Public Service Company (SPS) and Xcel Energy Services Inc. (XES) for matters related to real estate. 2. Terry L, Laudick, Asset and Portfolio Manager, Real Estate Services, is authorized to Act as an AGENT for PSCo, NSP -MN, NSP -WI, SPS and XES. Authority is granted to sign and execute agreements, contracts, deeds, license or permit applications, and other similar documents ("Agreements") in the name of PSCo, NSP -MN, NSP -WI, SPS and XES up to a value of $500,000.00. For Agreements greater than this amount or where the Agreement is not of a routine nature, the signature of the Officer is still required. 3. Provisions of this memo will expire December 31, 2011. Cathy J. ' ice President Distribution: Law Department (contract authority) Purchasing (purchase order authority) Accounts Payable (invoice payment authority) Corporate Secretary Department David Bartholomew From: David Bartholomew Sent: Thursday, December 15, 2011 8:27 AM To: 'Elizabeth DeRossett' Cc: Gomez, Ben (Rocky); Andy Schwaller Subject: RE: Xcel Energy, Rifle plans Hi Elizabeth, You will need to obtain a letter of authorization to sign documents on their behalf. This is required when then owner is unavailable and when corporations are involved. The corporation will provide a "statement of authority" designating someone to authorize persons to act/sign on their behalf. On this project, Kristen Karabensh may provide you with a letter authorization. She can be reached at 303-571-7840. Please forward to me a copy of this letter when received. Thanks for your time in this request. Regards, David David Bartholomew, Plans Examiner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Office: 970-945-8212 From: Elizabeth DeRossett [mailto:EDeRossett@lefeverbuilding.com] Sent: Wednesday, December 14, 2011 3:29 PM To: David Bartholomew Subject: FW: Xcel Energy, Rifle plans Hello Dave, I wanted to follow up and make sure this was a sufficient answer for you, so we can move forward. If you need something else please let me know. Also, when we came to pick up the grading permit we were told we needed an actual owner signature. We are the owners Representative, is that ok for us to sign? Getting an owner from Xcel to sign for a permit could be tricky. Thanks, Elizabeth DeRossett, CM CeII: 303-709-1699 Fax: 303-296-0551 1 oppooreemeemmi LEFEVER BUILDING SYSTEMS From: Elizabeth DeRossett Sent: Wednesday, December 07, 2011 10:25 AM To: `David Bartholomew' Cc: Andy Schwaller; John Gudger; Gomez, Ben (Rocky) Subject: RE: Xcel Energy, Rifle plans Dave, Below please find the explanation from our Building Manufacture. The building already has the 40 min. Roof Snow load on it and was noted on the stamped will -be letter of certification. For some reason that information does not automatically print out on the Cover Page of the drawings. This would have to be noted manually on the Cover Page. However it sounds like they want the Permit Drawings to be stamped and we cannot do that until the project has gone through Design. Scheduling is still working on the design and detailing schedule for this project, so I cannot tell you at this time when the stamped Permit drawings could be sent out. I will get back to you as soon as I receive the schedule confirmation. Thanks, Bruce Bennett Project Manager Varco Pruden Buildings - Missouri Service Center From: David Bartholomew [mailto:dbartholomew@garfield-county.com] Sent: Wednesday, December 07, 2011 9:33 AM To: Elizabeth DeRossett Cc: Andy Schwaller; John Gudger; Gomez, Ben (Rocky) Subject: Xcel Energy, Rifle plans Good Morning Elizabeth, It was a pleasure meeting you yesterday. Thank you for providing the metal building plans for Xcel Energy, Rifle Storage. Unfortunately, upon further review of the plans, we cannot process the permit for issuance due to the following: 1) The designed flat roof snow load does not meet the minimum 40 psf. 2) Although a letter of certification was provided, engineer stamped metal building plans are required for permit issuance. Please verify the correct flat roof snow load of 40 psf on revised stamped plans. For verification, I have provided a copy of my correspondence to John Gudger requesting amendments specifying a 40 psf flat roof snow load. To expedite the start of the construction process, upon receipt, review, and issuance of a minor grading permit, we will permit the excavation and foundation forming of the project. Be advised that inspections cannot be scheduled and concrete may not be placed until the building permit has been issued. Due to winter weather conditions, precautions should be taken to protect such open excavation while awaiting the building permit. For your convenience, I have attached a copy of the grading permit application. Please have the owner or their designated representative sign the application. 2 Feel free to contact us with any questions or concerns. Thank you for your time in this concern. Regards, David From: David Bartholomew jmailto:dbartholomew{cgarfield-countv.com1 Sent: Monday, October 17, 2011 10:45 AM To: John Gudger Cc: Glenn Hartmann; Hunt, Jason; Stoakes, Leigh W; Clare Epke; Greg Peer; Ben.Gomez©xcelenergy.com; Andy Schwa Iler Subject: RE: Xcel Rifle Substation: Building Permit Application for New Storage Building Good Morning Everyone, I have just performed the plan review for the storage building and the following corrections and/or information is required: 1) What type of materials will be stored? Hazardous materials, parts, equipment, machinery, vehicles? 2) How often will the building be occupied to warehouse, ship or receive materials? Daily, weekly, less frequent? 3) Will equipment preparation, repair, and maintenance be performed in this building? 4) Travel distance exceeds 75 ft. Two exits are required per IBC Section 1021. Amend floor plan A101 to show location of second exit. 5) Amend structural page 5001 to specify 40 psf (Pf) flat roof snow Toad. 6) Provide pre-engineered steel building plans, side-wall, end -wall, roof framing member size and connection details. Verify 40 psf (Pf) flat roof snow load. Thank you for your time in this request. Feel free to contact us with any questions or concerns. Regards, David David Bartholomew, Plans Examiner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Office: 970-945-8212 David Bartholomew Plans Examiner Garfield County Bldg & Ping 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212Work dbartholomew@garfield-county.com 3 David Bartholomew From: John Gudger [jgudger@wsarchitect.com] Sent: Friday, October 21, 2011 10:40 AM To: David Bartholomew Cc: Andy Schwaller; Glenn Hartmann; Hunt, Jason; Stoakes, Leigh W; Greg Peer; Gomez, Ben (Rocky); Don Strauch; Kevin Sullivan Subject: RE: Xcel Rifle Substation: Building Permit Application for New Storage Building Attachments: PrintMSDS_Transformer-Oil.pdf; Xcel-Rifle-Substation-A101 Floor Plan-10-21-2011.pdf; Xcel- Rifle-Substation-S001 10.18.11. pdf Importance: High David, Below is a response to your questions in the email below. 1. This new building will house Xcel commercial vehicles and about 500 to 700 gallons of mineral transformer oil that is a Class HIB material. This material will be stored in 50 gallon drums. I've attached the MSDS sheet for your reference. 2. All shipments and receivables will be delivered to the existing maintenance warehouse/office as this building will only be used for storage. 3. This building will only be used for storage, as the existing maintenance warehouse/office building will be utilized for equipment preparation, maintenance and repair of Xcel's commercial vehicles. 4. Since the Class IIIB (mineral transformer oil in 50 gallon drums) is the only material that comes closest to a hazardous material, we are still classifying this building as a Type IIB Construction S-1 Occupancy. Per Table 1021.1, we will provide two exits, with the 2nd exit door mirroring the original exit door. All drawings will be modified to accommodate this new exit. I've attached a revised floor plan so you can reference where we intend to place the 2nd exit door. 5. Per the attached sheet, we have modified the structural drawing accordingly to address your comment. 6. This project is currently under bid and pre-engineered drawings will not be produced until a contract has been awarded. We will forward to you the pre-engineered drawings once they have been produced. As indicated in item 6, this project is currently under bid. Please let me know if possible today that our item responses of 1 to 5 adequately meet the requirements you are looking for in your review. Our design team will need to implement these changes in an Addendum to prospective bidders to be emailed out at the end of next Wednesday, October 26, 2011. We look forward to hearing from you soon. Sincerely, John E. Gudger, AIA Associate WONG STRAUCH ARCHITECTS, P.C. Project Coordinator 820 Santa Fe Drive Denver, Colorado 80204 jgudger@ WSArchitect. coin 303.293.9206 t 303.293.8207 f "The recipient acknowledges Wong Strauch Architect's (WSA) documents, including electronic files, as instruments of service. The recipient shall not reuse or make any modification to the documents without prior written authorization of WSA. When the electronic file is accessed or opened, the recipient agrees, to the fullest extent permitted by law, to indemnify and hold harmless WSA, its officers, directors, employees and sub -consultants (collectively, WSA) against any damages, liabilities or costs, including reasonable attorneys' fees and defense costs, arising from or allegedly arising from or in any way connected with the unauthorized reuse or modification of the documents from or through the recipient without the written authorization of WSA." From: David Bartholomew [mailto:dbartholomew@garfield-county.com] Sent: Monday, October 17, 2011 10:45 AM To: John Gudger Cc: Glenn Hartmann; Hunt, Jason; Stoakes, Leigh W; Clare Epke; Greg Peer; Ben.Gomez@xcelenergy.com; Andy 1 Schwaller Subject: RE: Xcel Rifle Substation: Building Permit Application for New Storage Building Good Morning Everyone, I have just performed the plan review for the storage building and the following corrections and/or information is required: 1) What type of materials will be stored? Hazardous materials, parts, equipment, machinery, vehicles? 2) How often will the building be occupied to warehouse, ship or receive materials? Daily, weekly, less frequent? 3) Will equipment preparation, repair, and maintenance be performed in this building? 4) Travel distance exceeds 75 ft. Two exits are required per IBC Section 1021. Amend floor plan A101 to show location of second exit. 5) Amend structural page 5001 to specify 40 psf (Pf) flat roof snow load. 6) Provide pre-engineered steel building plans, side-wall, end -wall, roof framing member size and connection details. Verify 40 psf (Pf) flat roof snow load. Thank you for your time in this request. Feel free to contact us with any questions or concerns. Regards, David David Bartholomew, Plans Examiner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Office: 970-945-8212 From: David Bartholomew Sent: Thursday, October 06, 2011 11:22 AM To: John Gudger Cc: Glenn Hartmann; Hunt, Jason; Stoakes, Leigh W; Clare Epke; Greg Peer; Ben.Gomez@xcelenergy.com Subject: RE: Xcel Rifle Substation: Building Permit Application for New Storage Building John, Thanks for the heads up. 1,11 contact you with any questions or concerns. Regards, David David Bartholomew, Plans Examiner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Office: 970-945-8212 From: John Gudger[mailto:jgudger@wsarchitect.comj Sent: Thursday, October 06, 2011 11:12 AM To: David Bartholomew Cc: Glenn Hartmann; Hunt, Jason; Stoakes, Leigh W; Clare Epke; Greg Peer; Ben.Gomez@xcelenergy.com Subject: Xcel Rifle Substation: Building Permit Application for New Storage Building David, 2 I wanted to give you a heads up that the building permit application for the Xcel Rifle Substation per the attached transmittal will be arriving at your office tomorrow. Rocky Gomez, the Xcel Rifle Substation Supervisor will be delivering this application to you. If you have any questions at the time of Rocky submitting our application, Please give us a call at my office number below or call my cell number at (720) 448-5769. We look forward to working with during this process. Sincerely, Sohn E. Gudger, AIA Associate WONG STRAUCH ARCHITECTS, P.C. Project Coordinator 820 Santa Fe Drive Denver, Colorado 80204 jgudger© WSArchitect.com 303.293.9206 t 303.293.8207 f "The recipient acknowledges Wong Strauch Architect's (WSA) documents, including electronic files, as instruments of service, The recipient shall not reuse or make any modification to the documents without prior written authorization of WSA. When the electronic file is accessed or opened, the recipient agrees, to the fullest extent permitted by law, to indemnify and hold harmless WSA, its officers, directors, employees and sub -consultants (collectively, WSA) against any damages, liabilities or costs, including reasonable attorneys' fees and defense costs, arising from or allegedly arising from or in any way connected with the unauthorized reuse or modification of the documents from or through the recipient without the written authorization of WSA." 3 • WONG 5TRAUCH ARM t ECTS TRANSMITTAL To: David Bartholomew, Plans Examiner From: John Gudger Company: Garfield County Building & Planning Deo fitment 108 8 Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970) 945-8212 Fax: (970) 384-3470 Date: 10/04/2011 Project: Xcel Rifle Substation -New Storage Bldg. Job No: 11014,00 CC: ❑ Attached ® Prints/Plans ❑ Specifications ❑ Submittals ❑ Under Separate Cover ❑ Disks ❑ Samples ❑ As Requested n For Review Eng. Cats and Reports Date Cosies Description 10/04/2011 1 NMI aral ME NM Garfield County Building Permit Application — Xcel sinned Application Check for Garfield County Plan Check Fee 09/30/2011 09/30/2011 09/29/2011 09/30/2011 Permit Set Drawings — CMI, Architectural, Structural, Mechanical & Electrical — stamped/signed Structural Calcs — stampedlsigned Soils R rt — stamped/sighed 09/30/2011 ------------------ N MI Ene y Envelope Compliance Certificate ^ stamQeCYSed Notes: David, Please reference attached items listed above in reference to this building permit application submittal. Call or email us with any questions. Sincerely, John E. Gudger shipped via: ❑ Overnight Delivery ❑ First Class L Facsimile ❑ Pick Up Z Hand Delivered ❑ E-mail 820 Santa Fe Drive, Denver, CO 80204. (303) 293-9206. FAX 293-8207 email: website: www.wsarchitect.com David Bartholomew From: David Bartholomew Sent: Thursday, October 06, 2011 11:22 AM To: John Gudger Cc: Glenn Hartmann; Hunt, Jason; Stoakes, Leigh W; Clare Epke; Greg Peer; Ben.Gomez©xcelenergy.com Subject: RE: Xcel Rifle Substation: Building Permit Application for New Storage Building John, Thanks for the heads up. I'll contact you with any questions or concerns. Regards, David David Bartholomew, Plans Examiner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Office: 970-945-8212 From: John Gudger f mailto:igudger@wsarchitect.coml Sent: Thursday, October 06, 2011 11:12 AM To: David Bartholomew Cc: Glenn Hartmann; Hunt, Jason; Stoakes, Leigh W; Clare Epke; Greg Peer; Ben.Gomez@xcelenergy.com Subject: Xcel Rifle Substation: Building Permit Application for New Storage Building David, I wanted to give you a heads up that the building permit application for the Xcel Rifle Substation per the attached transmittal will be arriving at your office tomorrow. Rocky Gomez, the Xcel Rifle Substation Supervisor will be delivering this application to you. If you have any questions at the time of Rocky submitting our application, Please give us a call at my office number below or call my cell number at (720) 448-5769. We look forward to working with during this process. Sincerely, John E. Gudger, AIA Associate WONG STRAUCH ARCHITECTS, P.C. Project Coordinator 820 Santa Fe Drive Denver, Colorado 80204 jgudgerfa WSArchitect.com 303.293.9206 t 303,293.8207f "The recipient acknowledges Wong Strauch Architect's (WSA) documents, including electronic files, as instruments of service. The recipient shall not reuse or make any modification to the documents without prior written authorization of WSA. When the electronic file is accessed or opened, the recipient agrees, to the fullest extent permitted by law, to indemnify and hold harmless WSA, its officers, directors, employees and sub -consultants (collectively, WSA) against any damages, liabilities or costs, including reasonable attorneys' fees and defense costs, arising from or allegedly arising from or in any way connected with the unauthorized reuse or modification of the documents from or through the recipient without the written authorization of WSA." 1 WONG STRAUCH A R C H 1 T E C T 5 TRANSMITTAL To: David Bartholomew, Plans Examiner From: John Gudger Company: Garfield County Building & Planning Depa1tment 108 8' Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970) 945-8212 Fax: (970) 384-3470 Date: 10/04/2011 Project: Xoel Rifle Substalion-New Storage Bldg. Job No: 11014.00 CC: ❑ Attached /1 Prints/Plans ❑ Specifications ❑ Submittals ❑ Under Separate Cover ❑ Disks ❑ Samples ❑ As Requested ❑ For Review 0 Eng. Calcs and Reports Date Copies Description 10/04/2011 09/30/2011 1 Garfield County Building Permit Application — Xcel signed Application 1 Check for Garfield County Plan Check Fee 09/30/2011 09/29/2011 09/30/2011 2 2 2 Permit Set Drawings—CMI, Architectural, Structural, Mechanical & Electrical —stamped/signed Structural Calcs—stamped/signed Soils Report— stamped/signed 09/30/2011 2 Energy Envelope Compliance Certii�cate —stamped/signed Notes: David, Please reference attached items listed above in reference to this building permit application submittal. Call or email us with any questions. Sincerely, John E. Gudger shipped via: ❑ Overnight Delivery 111 First Class ❑ Facsimile ❑ Pick Up ® Hand Delivered ❑ E-mail 820 Santa Fe Drive, Denver, CO 80204. (303) 293-9206. FAX 293-8207 email: website: www.wsarchitect.com David Bartholomew From: John Gudger [jgudger@wsarchitect.com] Sent: Friday, September 30, 2011 8:02 AM To: David Bartholomew Cc: Glenn Hartmann; Andy Schwaller; Julie Taylor; Hunt, Jason; Stoakes, Leigh W; Laudick, Terry L Subject: RE: Xcel Rifle Substation Permit Application: Question on signing Building Permit Application Form David, Xcel has decided to wait until Kristen returns next week. I will update you by Tuesday of next week regarding when the County should anticipate the Building Permit Application. Sincerely, John E. Gudger, AIA Associate WONG STRAUCH ARCHITECTS, P.C. Project Coordinator 820 Santa Fe Drive Denver, Colorado 80204 jgudger@WSArchitect.com 303.293.9206 t 303.293.8207 f 'The recipient acknowledges Wong Strauch Architect's (WSA) documents, including electronic files, as instruments of service. The recipient shall not reuse or make any modification to the documents without prior written authorization of WSA. When the electronic file is accessed or opened, the recipient agrees, to the fullest extent permitted by law, to indemnify and hold harmless WSA, its officers, directors, employees and sub -consultants (collectively, WSA) against any damages, liabilities or costs, including reasonable attorneys' fees and defense costs, arising from or allegedly arising from or in any way connected with the unauthorized reuse or modification of the documents from or through the recipient without the written authorization of WSA." From: John Gudger Sent: Thursday, September 29, 2011 4:24 PM To: 'David Bartholomew' Cc: Glenn Hartmann; Andy Schwaller; Julie Taylor; Hunt, Jason; 'Stoakes, Leigh W'; Laudick, Terry L Subject: RE: Xcel Rifle Substation Permit Application: Question on signing Building Permit Application Form David, Thank you for working with us in this matter. I will update you tomorrow on our plan of getting the permit application to you once I've confirmed with Xcel their desired approached. We'II be in touch tomorrow. Thanks, John E. Gudger, AIA Associate WONG STRAUCH ARCHITECTS, P.C. Project Coordinator 820 Santa Fe Drive Denver, Colorado 80204 jgudger©WSArchitect.com 303.293.9206 t 303.293.8207 f "The recipient acknowledges Wong Strauch Architect's (WSA) documents, including electronic files, as instruments of service. The recipient shall not reuse or make any modification to the documents without prior written authorization of WSA, When the electronic file is accessed or opened, the recipient agrees, to the fullest extent permitted by law, to indemnify and hold harmless WSA, its officers, directors, employees and sub -consultants (collectively, WSA) against any damages, liabilities or costs, including reasonable attorneys' fees and defense costs, arising from or allegedly arising from or in any way connected with the unauthorized reuse or modification of the documents from or through the recipient without the written authorization of WSA," 1 From: David Bartholomew[mailto:dbartholomew©garfield-county.com] Sent: Thursday, September 29, 2011 4:18 PM To: John Gudger Cc; Glenn Hartmann; Andy Schwaller; Julie Taylor Subject: RE: Xcel Rifle Substation Permit Application: Question on signing Building Permit Application Form John, Per our earlier phone conversation, we will accept the building permit application with your signature. Please be advised, we cannot issue the permit until we receive a letter from either Kristen or Cathy authorizing your signature. I will insert a copy of the Delegation of Authority letter you provided, into the permit application file when it is received. Please feel free to contact us with any questions or concerns. Regards, David David Bartholomew, Plans Examiner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Office: 970-945-8212 From: John Gudger[mailto:jgudger©wsarchitect.com] Sent: Thursday, September 29, 2011 2:48 PM To: David Bartholomew Cc: Glenn Hartmann Subject: Xcel Rifle Substation Permit Application: Question on signing Building Permit Application Form David, I checked the Xcel Authorization form for Wong Strauch Architects to represent Xcel and it only specifies the Amendment Application. I suspect that this will be an issue. If we got Xcel to provide another letter with someone to allow Wong Strauch Architects, I suspect it would either have to be Cathy Hart via the Delegation of Authorization Letter or from Patrice Blaeser per the other attached document. The biggest issue is that Kristen Karabensh is out on vacation. Let us know how we can adequately satisfy the County on whoever can sign the building permit application. Xcel is requesting me to follow up on this today so we know if we can send this out tomorrow to the local Xcel representative at the Rifle Substation. Let us know and thank you for your patience and assistance in this matter. Sincerely, John E. Gudger, AIA Associate WONG STRAUCH ARCHITECTS, P.C. Project Coordinator 820 Santa Fe Drive Denver, Colorado 80204 jgudger@WSArchitect.com 303.293.9206 t 303.293.8207 f "The recipient acknowledges Wong Strauch Architect's (WSA) documents, including electronic files, as instruments of service. The recipient sha!l not reuse or make any modification to the documents without prior written authorization of WSA. When the electronic file is accessed or opened, the recipient agrees, to the fullest extent permitted by law, to indemnify and hold harmless WSA, its 2 officers, directors, employees and sub-consultants (collectively, WSA) against any damages, liabilities or costs, including reasonable attorneys' fees and defense costs, arising from or allegedly arising from or in any way connected with the unauthorized reuse or modification of the documents from or through the recipient without the written authorization of WSA." 3 David Bartholomew From: David Bartholomew Sent: Tuesday, October 18, 2011 10:26 AM To: Scott Beck Cc: Andy Schwaller Subject: FW: Xcel Rifle Substation: Building Permit Application for New Storage Building Attachments: 2009_building_code_reso.pdf Scott, Please see the attached building code amendments. Thanks, David David Bartholomew, Plans Examiner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Office: 970-945-8212 From: Andy Schwaller Sent: Tuesday, October 18, 2011 9:55 AM To: mailto:sBeckahceinc.com Cc: David Bartholomew Subject: RE: Xcel Rifle Substation: Building Permit Application for New Storage Building We amended the IBC Item 25. Sec 1608.2 to reflect the snow load for a flat roof based on elevation for Garfield County. believe the net result is a Pg of 58psf. Reductions are allowed for slope but consideration for unbalanced drifting must be taken into account. It may not be the greatest way to deal with snow load from an engineering standpoint, but to date nothing has collapsed due to the possibly added safety factor. We end up with many micro climates in addition to the varying elevations within the county. I think that is why we moved from the ground snow load outlined in the IBC. The amendment reads as follows: 25. Section l }g,2 is amended to read as follows: 1608.2 Roof snow load. As determined by Garfield 'County snow Toad bated oil elevations. Snow toads are as follows; TC' 7000FT. 4OPSP 7001 TO 8000FT. 50PSF 8001 TO 9000FT. 75PSF 9001 TO 1 O,COOFT. 100PSF Potential unbalanced scourrit5Ntions of snow at valleys, parapets, roofstbtoutes and offsets in roofs of uneven confign?Rion shall be considered. Minimum snow loads an in pounds per square foot of horizontal projected area, All snow load designs arc to be designed and sealed by a Colorado registered professional engineer OT architect. Other amendments to the codes are attached. Please call with any questions. Thanks, 1 Andy Schwaller Building Official Garfield County From: Scott Beck [] Sent: Monday, October 17, 2011 4:32 PM To: David Bartholomew Cc: John Gudger Subject: Xcel Rifle Substation: Building Permit Application for New Storage Building David Bartholomew, We need clarification concerning the comments returned on the Xcel Substation Storage Building, our structural drawing currently shows a minimum roof loading of 40 psf. However the snow loading which is accounting for the drifting calculations as defined in the IBC and ASCE 7 is requiring a Pg of 40 psf and a Pf of 0.7 Pg per ASCE 7 Equation 7.1 of Section 7.3 or 28 psf. The design of the building must be which ever is more critical between Case I of a uniform loading of 40psf or Case II of the unbalanced loading due to all the drifting equations as defined in Chapter 7 of ASCE 7. If we change the Pf to 40 psf do we need to set Pg at 58 psf? This will increase the drifting calculations significantly. Scott E. Beck P. E. Anderson & Hastings Consultants 12596 W. Bayaud, Suite 350 Lakewood, Colorado 303-433-8486 Office Ext. 227 303-919-6228 Cell e-mail sbeckahceinc.com 2 \JVON REAli A R C H I iT S TRANSMITTAL To: David Bartholomew, Plans Examiner From: John Gudger Company: Garfield County Building & Planning Department 108 8i Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970) 945-8212 Fax: (970) 384-3470 ❑ Attached E Disks Date: 10/28/2011 Project: Xcel Rifle Substation -New Storage Bldg. Job No: 11014.00 CC: Prints/Plans 11 Specifications n Submittals n Under Separate Cover ❑ Samples ❑ As Requested n For Review Date Co.ies Descii tion 10/26/2011 1 Xcel Energy Rifle Substation Operations — Addendum #2 Documented Revisions 10/212011 Email Documented Comment Responses from David Bartholomew of Garfield County 10/27/2011 2 Revised Permit Set Drawings — Civil, Architectural, Structural, & Electrical—stamped/signed Sheets C4, C5, A100, A101, A201, S001, S100, & E-131-1 Notes: David, Please reference attached items listed above in reference in regard to an official response to your building permit review omments per your email dated 10/21/2011. Call or email us with any questions. Sincerely, Jon-E. Gudger shipped via: ti Overnight Delivery ❑ First Class ❑ Facsimile ❑ Pick Up ❑ Hand Delivered ❑ E-mail 820 Santa Fe Drive, Denver, CO 80204• (303) 293-9206- FAX 293-8207 email: website: www,wsarchitect.com � s€✓ -et /1 j7 / SWANSON `,.',.;;1 RINK October 26, 2011 CONTRACTORS: ATTN: Regan Feil Via email: Regan.G.Fei1@,xcelenergy.com Copy to: Jason.Hunt cr,xcelenergy.com Leigh.W.Stoakes@xcelenergy.com Reference: Xcel Energy Rifle Operations New Storage Building Addendum No. 2 to Bid Issue Documents Issued 8/31/11 Attached is Addendum No. 2, dated 10/26/11. Please copy and distribute as deemed necessary. Be sure to acknowledge receipt of Addendum No. 1 in your bid proposal. Sincerely, SWANSON RINK, INC. Clare Epke, Project Manager Attachments: Addendum No. 2 narrative. Drawings: SHEETS A100, A101, A201, E-131-1 C4 & C5, S001 & S100 issued as Addendum No. 2, dated 10/26/11. cc: John Gudger i gudger(ct�wsarchitect.com , Scott Beck sBeck@ahceinc.com , Jim Hastings ivhastings(r�ahceinc.com , Miriam Fox mfox@ahceinc.com ADDENDUM NO. 2 October 25, 2011 Page 2 of 3 SWANSON L-1 RINK ADDENDUM NO.2 XCEL ENERGY RIFLE NEW STORAGE BUILDING SRI Project Number: 11-165.48 ADDENDUM ISSUE DATE: 10/25/11 This addendum is part of the Contract Documents and contains additions, deletions, changes and clarifications to the original Bidding Documents dated August 31, 2011. These items shall be included in the work and bids shall be submitted accordingly. Bidders shall acknowledge receipt of this addendum in their bid proposal. DRAWINGS: Architectural: SHEET A100 Site Plan 1. Updated site plan to include the second exit door located on the west elevation near the northwest corner of the building. Contractor should reference civil drawings as the grading will change to accommodate new door and concrete stoop and backgrounds of this drawing do not include Addendum # 2 grading changes. SHEET A101 Floor Plan 2. Updated floor plan to included second exit door near grid D-1 that mirrors the original single exit door near grid D-3. Second door specifications of size and dimensions are identical to the door near grid D-3 and meet notes related to Door 100. Refer to plans and notes for further clarification. SHEET A201 Building Elevations and Roof Plan 1. Updated West Elevation 4/A201 to reflect updated floor plan per changes noted in item 2 above for the floor plan 1/A101. Similar to the original exit on the east side of the building near grid D-3, a wall mount exterior light fixture has been added over this new door. Refer to the floor plan per drawing 1/A101 for exact location. 2. A revision to keynote # 4 of the Roof Plan Keynotes has been made changing the material call out of the roof system from a standing seam roof to provision of a standard corrugated metal roof panel system. Electrical SHEET E-131-1 First Floor Lighting Plan 1. Added exterior light, exit sign and light switch for new door. Civil: SHEET C4 -Site & Grading Plan 1. 4'x4' Concrete pad added at exterior service door on west side of building. 1120 Lincoln St, Suite 1200 Denver, CO 80203-2139 303.832.2666 f. 303.832.7563 www.swansonrink.com ADDENDUM NO. 2 October 25, 2011 Page 3 of 3 2. Fence relocated to the south of concrete pad. SHEET C5 -Horizontal Control Plan 1. 4'x4' Concrete pad added at exterior service door on west side of building. 2. Fence relocated to the south of concrete pad. Structural: SHEET S001 — Structural General Notes & Typical Details 1. Ground snow Toad and roof snow Toad criteria revised to reflect building department requirements. SHEET S100 — First Floor Framing & Foundation Pian 2. New door threshold added to west foundation wall. END OF ADDENDUM OF NO. 2 1120 Lincoln St, Suite 1200 Denver, 0080203-2139 303.832.2666 f. 303.832.7563 www.swansonrink.com 2009 IECC /L-C(Top,, COMcheck Software Version 3.8.2 Envelope Compliance Certificate Section 1: Project Information Project Type: New Construction Project Title : Xcel Rifle Operations - New Construction Site: 620 County Road 319 Rifle, CO 81650 Storage Building Owner/Agent: Xcel Energy Property Services Minneapolis, MN Section 2: General Information Building Location (for weather data): Climate Zone: Building Type for Envelope Requirements: Activity Type(s) Storage (Warehouse) Rifle, Colorado 5b Non -Residential Section 3: Requirements Checklist Floor Area 3000 Designer/Contractor: Swanson Rink 1120 Lincoln St, Suite 1200 Denver, CO 80203 Envelope PASSES: Design_ 10% better;tl an.code._; Climate -Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R -Value R -Value u -Factor U -Factorial Perimeter Exterior Wall 1: Metal Building Wall Door 1: Insulated Metal, Non -Swinging Door 2: Uninsulated Double -Layer Metal, Swinging Roof 1: Metal Building, Standing Seam Floor 1: Slab-On-Grade:Unheated 4400 16.0 0.0 768 7 4000 19.0 0.0 220 0.091 0.067 0.100 0.065 0.069 0.500 0.700 0.055 (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: gj 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping. material installed in accordance with the manufacturer's installation instructions. 8 2, Windows, doors, and skylights certified as meeting leakage requirements. O 3. Component R -values & U -factors labeled as certified. ▪ 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. O 5. 'Other' components have supporting documentation for proposed U -Factors, • 6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. O 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. n 8. Cargo doors and loading dock doors are weather sealed. O B. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. • 10.Building entrance doors have a vestibule equipped with closing devices. Exceptions: 0 Building entrances with revolving doors. Project Title: Xcel Rifle Operations - New Storage Building Report date: 09/29/11 Data filename: P:1Xcel Rifle Garage Addition 11-165.48\Working Files\HVAC1CalcuiationslComcheck\XcelRifle.cck Page 1 of 6 Li Doors that open directly from a space less than 3000 sq. ft. in area. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.8.2 and to comply with the man atory require Tim Chiddix, PE - Vice President, Mechanical Name - Title s in the Requirements Checklist. 9/29/11 Signature Date Project Title: Xcel Rifle Operations - New Storage Building Report date: 09/29/11 Data filename: P:\Xcel Ririe Garage Addition 11-165.481Working FilesIHVAC1CalculationslComchecklXcelRifle.cck Page 2 of 6 Xcel Rifle Operations New Storage Building 620 County Road 319 Rifle, Colorado Structural Calculations Anderson & Hastings Consultants, Inc. 12596 W. Bayaud Ave. Suite 350 Lakewood, CO 80228 Phone 303-433-8486 Fax 303-433-0408 ��. 6-- IPJ' 1 ANDERSON & HASTINGS CONSULTANTS INC. 12596 W. Bayaud Ave., Suite 350 LAKEWOOD, COLORADO 80228 2 3 4 5 6 7 8 9 10 11 12 JOB ! iT12 91b1ra . bit.1 i. (!)n0 SHEET NO 3 j �( OF CALCULATED BY �' " DATE U} 2 j 1 j F CHECKED BY DATE 13 14 15 16 17 18 19 20 21 4 22 23 24 25 26 27 28 29 30 May Gt:ifi iak Du` wav Pekar avid. i egld = 14,2 ivy Z D, 2(A610 ies't (04 i►�� use. (2) 6 -/eh►i" (arm ed a, 6 )02-) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 1 ANDERSON & HASTINGS CONSULTANTS INC. 12596 W. Bayaud Ave., Suite 350 LAKEWOOD, COLORADO 80228 2 3 4 5 6 7 8 9 10 11 12 JOB Yboi w rpt stbyacit 7I(13 4 4 OF SHEET NO CALCULATED BY MAt DATE 12'4;i11 CHECKED BY DATE 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 C -i rate biannc w = 4 t(I 2 Mur 51) (28') Z e 6-0 19- 6,51`. 9- 6,S1`. � 24'-a Mu = 6q 1(z4 t)/ -y 54- 4k 1b[r- /kiwi - 0,54142 use.(2) (P urg, -1-4 6 04 y3&Ren hv . b\qcv1) Pilakr re c . r c, . r F Y-ci «\ off= o -v io X 1i . ' .. fYLG'r .-.. 14" 46) (a & i ). Zee) (11:4 'j (%) jai') Lreg = 2007).r'� f 1;! 7. Ail 7/S (2. fn2 -�, i4(r(s)/0,005) : 1 X.2 (4)47'; (2.40 1) er30(26)(0 ()0.5)-; 3.0 ii1 :7(02 7'S UK (?•tiniz) 00600 TRANSFORMER OIL EQUILON ENTERPRISES Revised: 1/4/1999 _ V /'. 307./0 MSDS Material Safety Data Sheet PRODUCT IS NON -HAZARDOUS ACCORDING TO OSHA (1910.1200), BUT IS CONSIDERED HAZARDOUS ACCORDING TO INTERNAL CRITERIA. # COMPONENT, BY DEFINITION, IS CONSIDERED HAZARDOUS ACCORDING TO OSHA BECAUSE IT CARRIES THE PERMISSIBLE EXPOSURE LIMIT (PEL) FOR MINERAL OIL MIST. EXPOSURE LIMITS REFERENCED BY SEQUENCE NUMBER IN THE COMPOSITION SECTION SEQ. LIMIT 01 5 MG/M3 TWA -OSHA (MINERAL OIL MIST) 01 5 MG/M3 TWA-ACGIH (MINERAL OIL MIST) 01 10 MG/M3 STEL ACGIH (MINERAL OIL MIST) 3. HAZARD IDENTIFICATION EMERGENCY OVERVIEW: APPEARANCE: BRIGHT AND CLEAR LIQUID ODOR: OIL -TYPE ODOR WARNING STATEMENT: CAUTION! ASPIRATION HAZARD IF SWALLOWED - CAN ENTER LUNGS AND CAUSE DAMAGE HMIS: HEALTH: 1 FLAMMABILITY: 1 REACTIVITY: 0 SPECIAL: - NEPA: HEALTH: 1 FLAMMABILITY: 1 REACTIVITY: 0 SPECIAL: - POTENTIAL HEALTH EFFECTS: PRIMARY ROUTE OF EXPOSURE: EYE (X) SKIN (X) INHALATION (X) INGESTION ( ) EFFECTS OF OVEREXPOSURE: ACUTE: EYES: MAY CAUSE MINIMAL IRRITATION, EXPERIENCED AS TEMPORARY DISCOMFORT. SKIN: BRIEF CONTACT MAY CAUSE SLIGHT IRRITATION. PROLONGED CONTACT, AS WITH CLOTHING WETTED WITH MATERIAL, MAY CAUSE MORE SEVERE IRRITATION AND DISCOMFORT, SEEN AS LOCAL REDNESS AND SWELLING. OTHER THAN THE POTENTIAL SKIN IRRITATION EFFECTS NOTED ABOVE, ACUTE (SHORT TERM) FLASH POINT (DEGREES F): 295 (COC) FLAMMABLE LIMITS (%): LOWER: NOT DETERMINED. UPPER: NOT DETERMINED. RECOMMENDED FIRE EXTINGUISHING AGENTS AND SPECIAL PROCEDURES: USE WATER SPRAY, DRY CHEMICAL, FOAM, OR CARBON DIOXIDE TO EXTINGUISH FLAMES. USE WATER SPRAY TO COOL FIRE -EXPOSED CONTAINERS. WATER OR FOAM MAY CAUSE FROTHING. UNUSUAL OR EXPLOSIVE HAZARDS: NONE SPECIAL PROTECTIVE EQUIPMENT FOR FIREFIGHTERS: WEAR FULL PROTECTIVE CLOTHING AND POSITIVE PRESSURE BREATHING APPARATUS. 6. ACCIDENTAL RELEASE MEASURES (TRANSPORTATION SPILLS: CHEMTREC(800)424-9300) PROCEDURES IN CASE OF ACCIDENTAL RELEASE, BREAKAGE OR LEAKAGE: VENTILATE AREA. AVOID BREATHING VAPOR. WEAR APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT, INCLUDING APPROPRIATE RESPIRATORY PROTECTION. CONTAIN SPILL IF POSSIBLE. WIPE UP OR ABSORB ON SUITABLE MATERIAL AND SHOVEL UP. PREVENT ENTRY INTO SEWERS AND WATERWAYS. AVOID CONTACT WITH SKIN, EYES OR CLOTHING. 7. HANDLING AND STORAGE PRECAUTIONS TO BE TAKEN IN HANDLING: MINIMUM FEASIBLE HANDLING TEMPERATURES SHOULD BE MAINTAINED. STORAGE: PERIODS OF EXPOSURE TO HIGH TEMPERATURES SHOULD BE MINIMIZED. WATER CONTAMINATION SHOULD BE AVOIDED. 8. EXPOSURE CONTROLS/PERSONAL PROTECTION PROTECTIVE EQUIPMENT (TYPE): EYE/FACE PROTECTION: SAFETY GLASSES, CHEMICAL TYPE GOGGLES, OR FACE SHIELD RECOMMENDED TO PREVENT EYE CONTACT. SKIN PROTECTION: WORKERS SHOULD WASH EXPOSED SKIN SEVERAL TIMES DAILY WITH SOAP AND WATER. SOILED WORK CLOTHING SHOULD BE LAUNDERED OR DRY-CLEANED. RESPIRATORY PROTECTION: AIRBORNE CONCENTRATIONS SHOULD BE KEPT TO LOWEST LEVELS POSSIBLE. IF VAPOR, MIST OR DUST IS GENERATED AND THE OCCUPATIONAL EXPOSURE LIMIT OF THE PRODUCT, OR ANY COMPONENT OF THE PRODUCT, IS EXCEEDED, USE APPROPRIATE NIOSH OR MSHA APPROVED AIR PURIFYING OR AIR SUPPLIED RESPIRATOR AFTER DETERMINING THE AIRBORNE CONCENTRATION OF THE CONTAMINANT. AIR SUPPLIED RESPIRATORS SHOULD ALWAYS BE WORN WHEN AIRBORNE CONCENTRATION OF THE CONTAMINANT OR OXYGEN CONTENT IS UNKNOWN. VENTILATION: ADEQUATE TO MEET COMPONENT OCCUPATIONAL EXPOSURE LIMITS (SEE SECTION 2). EXPOSURE LIMIT FOR TOTAL PRODUCT: NONE ESTABLISHED FOR PRODUCT; REFER TO SECTION 2 FOR COMPONENT EXPOSURE LIMITS. SENSITIZATION: NOT DETERMINED. OTHER: SOME LOW VISCOSITY NAPHTHENIC OILS HAVE CAUSED SKIN IRRITATION AND SKIN TUMORS IN LABORATORY ANIMALS WHEN REPEATEDLY APPLIED AND LEFT IN PLACE BETWEEN APPLICATIONS. THE SIGNIFICANCE OF THIS EFFECT TO HUMANS HAS NOT BEEN ESTABLISHED. 12. DISPOSAL CONSIDERATIONS WASTE DISPOSAL METHODS: THIS PRODUCT HAS BEEN EVALUATED FOR RCRA CHARACTERISTICS AND DOES NOT MEET THE CRITERIA OF A HAZARDOUS WASTE IF DISCARDED IN ITS PURCHASED FORM. UNDER RCRA, IT IS THE RESPONSIBILITY OF THE USER OF THE PRODUCT TO DETERMINE AT THE TIME OF DISPOSAL, WHETHER THE PRODUCT MEETS RCRA CRITERIA FOR HAZARDOUS WASTE. THIS IS BECAUSE PRODUCT USES, TRANSFORMATIONS, MIXTURES, PROCESSES, ETC. MAY RENDER THE RESULTING MATERIALS HAZARDOUS. REMARKS: NONE 13. TRANSPORT INFORMATION TRANSPORTATION: DOT: PROPER SHIPPING NAME: NOT REGULATED IMDG: PROPER SHIPPING NAME: NOT EVALUATED ICAO: PROPER SHIPPING NAME: NOT EVALUATED TOG: PROPER SHIPPING NAME: NOT EVALUATED 14. REGULATORY INFORMATION FEDERAL REGULATIONS: SARA TITLE III: SECTION 302/304 EXTREMELY HAZARDOUS SUBSTANCES SEQ. CHEMICAL NAME NONE SECTION 302/304 EXTREMELY HAZARDOUS SUBSTANCES (CONT) SEQ. TPQ RQ NONE CAS NUMBER RANGE IN % SECTION 311 HAZARDOUS CATEGORIZATION: ACUTE ( ) CHRONIC ( ) FIRE ( ) PRESSURE ( ) REACTIVE ( ) N/A (X) SECTION 313 TOXIC CHEMICAL CHEMICAL NAME CAS NUMBER CONCENTRATION REMARKS: NOT EVALUATED. 16. OTHER INFORMATION NONE 17. PRODUCT LABEL READ AND UNDERSTAND MATERIAL SAFETY DATA SHEET BEFORE HANDLING OR DISPOSING OF PRODUCT. THIS LABEL COMPLIES WITH THE REQUIREMENTS OF THE OSHA HAZARD COMMUNICATION STANDARD (29 CFR 1910.1200) FOR USE IN THE WORKPLACE. THIS LABEL IS NOT INTENDED TO BE USED WITH PACKAGING INTENDED FOR SALE TO CONSUMERS AND MAY NOT CONFORM WITH THE REQUIREMENTS OF THE CONSUMER PRODUCT SAFETY ACT OR OTHER RELATED REGULATORY REQUIREMENTS. 00600 TRANSFORMER OIL WARNING STATEMENT CAUTION! ASPIRATION HAZARD IF SWALLOWED - CAN ENTER LUNGS AND CAUSE DAMAGE PRECAUTIONARY MEASURES: - AVOID PROLONGED BREATHING OF VAPOR, MIST, OR GAS. - WORKERS SHOULD WASH EXPOSED SKIN SEVERAL TIMES DAILY WITH SOAP AND WATER. FIRST AID: EYE CONTACT: FLUSH EYES WITH PLENTY OF WATER FOR SEVERAL MINUTES. GET MEDICAL ATTENTION IF EYE IRRITATION PERSISTS. SKIN CONTACT: WASH SKIN WITH PLENTY OF SOAP AND WATER FOR SEVERAL MINUTES. GET MEDICAL ATTENTION IF SKIN IRRITATION DEVELOPS OR PERSISTS. INGESTION: IF PERSON IS CONSCIOUS AND CAN SWALLOW, GIVE TWO GLASSES OF WATER (16 OZ.) BUT DO NOT INDUCE VOMITING. IF VOMITING OCCURS, GIVE FLUIDS AGAIN. HAVE MEDICAL PERSONNEL DETERMINE IF EVACUATION OF STOMACH OR INDUCTION OF VOMITING IS NECESSARY. DO NOT GIVE ANYTHING BY MOUTH TO AN UNCONSCIOUS OR CONVULSING PERSON. INHALATION: IF IRRITATION, HEADACHE, NAUSEA, OR DROWSINESS OCCURS, REMOVE TO FRESH AIR. GET MEDICAL ATTENTION IF BREATHING BECOMES DIFFICULT OR RESPIRATORY IRRITATION PERSISTS. NOTE TO PHYSICIAN: ASPIRATION OF THIS PRODUCT DURING INDUCED EMESIS MAY RESULT IN SEVERE LUNG INJURY. IF EVACUATION OF STOMACH IS NECESSARY, USE METHOD LEAST LIKELY TO CAUSE ASPIRATION, SUCH AS GASTRIC LAVAGE AFTER ENDOTRACHEAL INTUBATION. CONTACT A POISON CENTER FOR ADDITIONAL TREATMENT INFORMATION. FIRE: IN CASE OF FIRE, USE WATER SPRAY, DRY CHEMICAL, FOAM OR CARBON DIOXIDE. WATER MAY CAUSE FROTHING. USE WATER SPRAY TO COOL FIRE -EXPOSED CONTAINERS. CHEMICAL NAME CAS NUMBER RANGE IN% # HYDROTREATED LIGHT NAPHTHENIC PETROLEUM 64742-53-6 95.00-99.99 DISTILLATES INQUIRIES REGARDING MSDS SHOULD BE DIRECTED TO: EQUIVA SERVICES LLC MANAGER PRODUCT STEWARDSHIP P.O. BOX 674414 HOUSTON, TX 77267-4414 Gtech HEPWORTH - PAWL.AK GEOTECHNICAL 1 •1t1'1V1+1111-1 .1141 ,1hIl'"I�cImik.d1, 113t 30 20 him% Ro,3.1 15`1 i i1r I11V't nn �11't l3'>, ( 1 1 ,I,k11?til hi.11 1'11n11,::91L-J4 -7,N,; Fax: 970-9-45-4i4 cniillt qv., 11 it rtll SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED METAL STORAGE BUILDING XCEL ENERGY RIFLE SUBSTATION 620 COUNTY ROAD 319 GARFIELD COUNTY, COLORADO JOB NO. 111 226E AUGUST 29, 2011 PREPARED FOR: ANDERSON & HASTINGS ATTN: SCOTT BECK, P.E. 12596 WEST BAYAUD AVENUE, SUITE 350 LAKEWOOD, COLORADO 80228 E- copy raker 313-3841-7119 • ('1_)ll_lrat111 ',1,r1ngs 719-6 3 i-556' • Silvertho ne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY - 1 - PROPOSED CONSTRUCTION - 1 - SITE CONDITIONS - 2 - FIELD EXPLORATION - 2 - SUBSURFACE CONDITIONS - 2 - FOUNDATION BEARING CONDITIONS - 3 - DESIGN RECOMMENDATIONS - 4 - FOUNDATIONS - 4 - FLOOR SLABS -5- SURFACE DRAINAGE - 6 - PAVEMENT SECTION - 6 - LIMITATIONS - 7 - FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURES 4 and 5 - SWELL -CONSOLIDATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsurface study for a proposed metal storage building to be located at 620 County Road 319, Garfield County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for foundation design. The study was conducted in accordance with our proposal for geotechnical engineering services to Anderson & Hastings, dated February 22, 2011. A field exploration program consisting of exploratory borings was conducted to obtain information on subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the Iaboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION The proposed metal storage building will consist of a pre-engineered steel structure and will be Located to the south of the main building as shown on Figure 1. Ground floor will be slab -on -grade. We assume cut and fill depths for the proposed building to be on the order of 5 feet depending on design finished floor elevation. Foundation loadings for the structure are assumed to be relatively light walls and moderate columns along the perimeter of the building. If building loadings, location or grading plans are significantly different from those described above, we should be notified to re-evaluate the recommendations contained in this report. Job No. 111 226 Geclitech -2 - SITE CONDITIONS The site was occupied with an existing maintenance building, multiple out -buildings, asphalt paved parking areas, gravel drives and storage yards and an electric substation. Vegetation across the proposed building area generally consisted of sparse grass and weeds. The ground surface in the proposed building area is relatively flat with a slight slope down to the west and a minor draw that extends into the building area. A waterline from the nearby well apparently crosses the eastern building area. FIELD EXPLORATION The field exploration for the project was conducted on August 8, 2011. Two exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with a 4 inch diameter continuous flight auger powered by a truck -mounted CME 45 drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. Below about 2 feet of fill in Boring 1 and 6 inches of topsoil in Boring 2, the subsoils consist of about 6 feet of stiff, slightly sandy to sandy silt overlying hard sandy clay to the depths explored. The fill soils generally consisted of silty sandy gravel. The clay soils are low to medium plasticity and can possess an expansion potential when wetted. Job No. 111 226 Gtech -3 - Laboratory testing performed on samples obtained during the field exploration included natural moisture content and density, finer than sand size gradation analyses and liquid and plastic limits. Swell -consolidation testing was performed on relatively undisturbed drive samples of the silt and clay subsoils. The swell -consolidation test results, presented on Figure 4 and 5, indicate the silt soils have low to moderate compressibility under relatively light surcharge loading and when wetted. The clay soils showed minor to high expansion when wetted under a relatively light surcharge loading. The laboratory testing is summarized in Table 1. Free water was not encountered in the borings at the time of drilling. The subsoils were slightly moist to relatively dry. FOUNDATION BEARING CONDITIONS The silt soils encountered at typical shallow foundation depth show moderate compressibility potential when wetted. The silt soils are not suitable as a foundation bearing soil and should be partly removed and replaced with an imported granular soil (such as road base). The clay soils encountered below the silt soils possess a low to high expansion potential when wetted. Ground modification by removal of several feet of expansive soils in addition to the removal of the silt soils below the proposed building does not seem practical at the site due to the depth of the expansive and compressive soils and the need for imported granular structural material. In our opinion, supporting the building on a deep foundation, such as heavy duty "screw piles" that extends down into a stable (non-active) moisture zone should provide moderate load capacity and relatively low risk ofpost-construction foundation movement. A structural floor slab or a slab--on- grade bearing on at least 3 feet of imported granular soils should be used to reduce the risk of differential settlement. Spread footings bearing on the natural silt or clay soils should be feasible for minor structures, such as retaining walls or other non -movement sensitive structures, provided that the risk of movement and distress is acceptable to the owner. Presented below are recommendations for a screw pile foundation. If another foundation type is proposed, we should be contacted. The IBC seismic Site Class C can be used for the building design. Job No. 111 226 Ge Piech -4 - DESIGN RECOMMENDATIONS FOUNDATIONS Screw Piles: Considering the expansion potential of the clay soils encountered in the borings and nature of the proposed construction, we recommend the building be founded with a "screw pile" foundation that extends down into a stable (non-active) moisture zone. A screw pile foundation is a heavy duty helical piling (typically 5 to 6 -inch diameter steel pipe with single or double 8 to 12 -inch helixes) that has been used in Colorado to resist heaving due to expansive soils. Screw piles are currently provided in Colorado by Alpine Site Services, Inc. (303-420-0048). The active moisture variation depth should be taken as at least 15 feet and we expect the piles will need to be at least 20 feet long to achieve the desired anchorage, but Alpine Site Services should be contacted for specific loading and design information. We expect downward allowable pile load capacity to be on the order of 100 kips and will be achieved mainly by end bearing. Uplift capacity will depend on the helix size(s) and embedment material. Settlements or uplift under sustained loading are expected to be minor, less than %2 inch. Lateral load capacity is normally provided by battered piles. Piles should be spaced at least 3 feet from center to center to avoid reduction from group action. A 'void form at least 4 inches thick should be provided below grade beams. At least one pile should be load tested to confirm the suitability of the screw piles at the site. The test pile should be performed in compression. If tension piles are required, the pile installation contractor should also perform a tension pile load test. The pile load tests should be performed under the supervision of a registered professional engineer and a summary report provided of their adequacy to support the design loads. Chemical testing was not performed on the on-site soils. Although, it has been our experience that the pile capacity and steel section will greatly exceed the design value and the required design life of the piling system will not be compromised, the piling contractor should verify that the pilings have adequate corrosion potential for this site. Precautions should be taken to prevent post -construction wetting of the subgrade soils. Grade beams and pile caps should have a minimum depth of 3 feet for frost protection. We can assist with additional soil and site parameters as needed. Job No. 111 226 -5 - Retaining Walls: Spread footings used for support of non -settlement sensitive structures, such as retaining walls separate from the building that are free to rotate, should be sized based on an allowable soil bearing pressure of 1,500 psf and sliding coefficient of 0.35. The wall footings should have a minimum width of 18 inches and minimum depth of 3 feet for frost cover. An underdrain should be provided behind retaining walls to prevent excessive hydrostatic pressure buildup behind the walls. The earth pressure loading on walls will depend on the type of backfill material. An "active" lateral earth pressure based on an equivalent fluid unit weight of 55 pcf can be used for the on-site clay soils and 40 pcf can be used for imported granular soils as backfill. We should review the wall design for geotechnical design parameters when the wall configuration, height and backfill material have been identified. FLOOR SLABS The on-site silt soils possess a compression potential and the underlying clay soils possess an expansion potential and slab settlement/heave could occur if the subgrade soils were to become wet. Slab -on -grade construction may be used provided precautions are taken to limit potential movement and the risk of distress to the building is accepted by the owner. The silt soils should be removed down to at least 3 feet below the proposed bottom slab grade and replaced with an imported granular fill (such as road base). The structural fill soils should be compacted to a least 95% of the maximum standard Proctor density at near optimum moisture content. To reduce the effects of some differential movement, non-structural floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Interior non-bearing partitions resting on floor slabs should be provided with a slip joint at the bottom of the wall so that, if the slab moves, the movement cannot be transmitted to the upper structure. This detail is also important for wallboards, stairways and door frames. Slip joints which will allow at least 3 inches of vertical movement are recommended. Floor slab control joints should be used to reduce damage due to shrinkage cracking. Slab reinforcement and control joints should be established by the designer based on experience and the intended slab use. Job No. 111 226 ce< tech -6 - The above recommendations will not prevent slab heave if the expansive soils underlying slabs -on -grade become wet. However, the recommendations will reduce the effects if slab heave occurs. All plumbing lines should be pressure tested before backfilling to help reduce the potential for wetting. SURFACE DRAINAGE Developing and maintaining positive surface drainage away from the building will be critical to help limit potential movement and distress to the constructed facilities. The following drainage precautions should be observed during construction and maintained at all times after the building has been completed: 1) Excessive wetting or drying of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 21/4 inches in the first 10 feet in paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 10 feet from foundation walls. Xeriscape should be used to reduce the potential for wetting of soils below the buildings caused by irrigation. PAVEMENT SECTION We assume concrete pavement will be located next to the proposed building, and asphalt pavement will be used beyond that. Traffic loadings were not provided, but we expect mainly light truck vehicle parking with areas of occasional heavy truck traffic. The subgrade soils encountered at the site are low plasticity to non -plastic silts which are considered a relatively poor support for pavement sections and susceptible to frost heave if wetted . For the purpose of our analysis, we assumed an 18 -kip EDLA of 10 for the Job No, 111 226 GL-Stech -7 - asphalt pavement areas. Based on our experience, a Hveem Stabilometer 'R' Value of 10, a modulus of subgrade reaction (k) of 75 pci, a Regional Factor of 2.0 and a serviceability index of 2.0, we recommend the minimum pavement section thickness consist of 4 inches of asphalt on 8 inches of base course in pavement areas subjected to light truck and occasional heavy truck traffic. As an alternative in areas with concentrated truck traffic, portland cement concrete pavement could be used with a minimum thickness of 6 inches on 4 inches of road base. The asphalt should be a batched hot mix, approved by the engineer and placed and compacted to the project specifications. The base course should meet CDOT Class 6 specifications. All base course and required subgrade fill should be compacted to at least 95% of the maximum standard Proctor density at a moisture content within 2% of optimum. Concrete should have a minimum design strength of 4,500 psi and be air entrained. Required fill to establish design subgrade level can consist of suitable imported granular soils approved by the geotechnical engineer. Prior to fill placement the subgrade should be scarified to a depth of 8 inches, adjusted to near optimum moisture content and compacted to at least 95% of standard Proctor density. In soft or wet areas, the subgrade may require drying or stabilization prior to fill placement. A geogrid and/or subexcavation and replacement with aggregate base soils may be needed for the stabilization. The subgrade should be proof -rolled prior to placing pavement materials. Areas that deflect excessively should be corrected before placing pavement materials. The subgrade improvements and placement and compaction of base and asphalt materials should be monitored on a regular basis by a representative of the geotechnical engineer. Once traffic loadings are better known, we should review our pavement section recommendations. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Job No. 111 226 GecPtech -8 - Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear to be different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation ofour recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications of the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Sincerely, HEPWORT - PAWLAK GEOTECHNICAL, INC. Robert E. Stempihar, E.I. Reviewed by: Steven L. Pawlak, P. RESiksw Job No. 111 226 0 1 z xL 1 1 0 1 T r w1 x x \ 1 1 i 1 1 1 EXISTING BUILDING EXISTING PARKING LOT \ 13,(2....' "-•-... -..-. 5 - 111 226B 5430 - / / \BORING 1 •\ PROPOSED BUILDING / H EPWORTH.PAWLAK GEOT ECHN[CAL EE ci 1 APPROXIMATE SCALE 1"= 40' DRI VE / / / 1 1 1 / / 1 1 I i 1 1 I l 1 1 1 I 1 1 1 I 1 I 11 1 11 1 11 1 I1 10 1.3 / LOCATION OF EXPLORATORY BORINGS Figure 1 Elevation - Feet BORING 1 ELEV.= 5433' BORING 2 ELEV.= 5430` - 5435 5435 5430 - 5425 5420 5415 5410 151 30/12 23/12 ///_—_ WC =5.0 DD=109 -200=93 LL=24 PI=4 • • • • 11 r J 46/12 WC=6.2 DID =125 57/12 • • • r1 38/12 1 5430 77/ 2-60/12 WC=3.6 — bD=108 — / 18/12 5425 WC=3.4 — DD=100 - -200=91 ✓ , NP — / — r r57/12 5420 , WC =4.1 — J DD=117 — ✓ J J J ' 50/8 5415 J r 50/8 r 5410 5405 5405 Note: Explanation of symbols is shown on Figure 3. Elevation - Feet 1 111226B Gatech Hepworth—Pawlak Geotechnical LOGS OF EXPLORATORY BORINGS Figure 2 LEGEND: x x /11 7 —7 / II 23/12 FILL; silty sandy gravel, medium dense, slightly moist, brown. TOPSOIL; organic sandy silt and clay, brown. SILT (ML); slightly sandy, slightly clayey, stiff, slightly moist, light brown. CLAY (CL); sandy, hard, slightly moist, light brown, low to medium plasticity, calcareous traces. Relatively undisturbed drive sample; 2 -inch I.D. California liner sample. Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586. Drive sample blow count; indicates that 23 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. NOTES: 1. Exploratory borings were drilled on August 8, 2011 with 4 -inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) -200 = Percent passing No. 200 sieve LL = Liquid Limit (%) PI = Plasticity Index (%) NP = Non -plastic 111 226B Hepworth—Pawlak Geotechnical LEGEND AND NOTES Figure 3 Compression % Compression - Expansion V. 0 1 2 3 2 1 0 1 2 Moisture Content = 5.0 percent Dry Density = 109 pcf Sample of: Slightly Clayey Silt From: Boring 1 at 4 Feet No movement upon wetting 0.1 1.0 10 APPLIED PRESSURE - ksf Moisture Content = 6.2 Dry Density = 125 Sample of: Sandy Clay From: Boring 1 at 9 Feet 100 percent pcf Expansion upon wetting 0.1 1.0 10 APPLIED PRESSURE - ksf 100 111 226E I—I HEPWORTH•PAWLAK GEOTECHNICAL SWELL -CONSOLIDATION TEST RESULTS Figure 4 Compression Compression % 0 1 2 3 4 5 0 1 2 3 Moisture Content = 3.6 percent Dry Density = 108 pcf Sample of: Sandy Silt From: Boring 2 at 2 Feet ,,, Compression upon wetting 0.1 1.0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 4.1 percent Dry Density = 117 pcf Sample of: Sandy Clay From: Boring 2 at 10 Feet Expansion upon wetting 0.1 1.0 0 APPLIED PRESSURE - ksf 100 111 226B H EPWORTH-PAWLAK GEOTECHNICAL SWELL -CONSOLIDATION TEST RESULTS Figure 5 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No.111 226B SAMPLE LOCATION NATURAL MOISTURE CONTENT (%} NATURAL DRY DEN (pct) GRADATION PERCENT PASSING NO.200 SIEVE ATTERBERG LIMITS T UNCONFINED COMPRESSIVESTRCsT (PSF) SOIL OR BEDROCK TYPE Boring Depth (ft} GRAVEL I%} SAND I%} LIQUID LIMIT I%) PLASTIC INDEX () 1 4 5.0 109 93 24 4 Slightly Clayey Silt 9 6.2 125 Sandy Clay 2 2 3.6 108 Sandy Silt 5 3.4 100 91 NP Slightly Sandy Silt 10 4.1 117 Sandy Clay SWANSDN 6 1 RINK February 15, 2012 Jason Hunt Xcel Energy 1800 Larimer, Suite 900 Denver CO, 80202 Via email: Jason.Hunt�7a,xcelenergy.com Reference: Rifle Operations New Storage Building 11-165.48 Narrative for Civil Revisions to be issued as part of ASI No.1, dated February 15, 2012 Dear Jason Hunt: Please include the following revisions for ASI No. 1, dated February 15, 2012: CIVIL SHEET C1 1. Civil sheet index modified to add sheet C8 — Site Details and Storm Drain Plan & Profile SHEET C4 1. New Building moved 20' to the south. 2. 4' valley gutter and edge of new pavement moved 20' to the south. 3. Fence realigned to 2' off of concrete pad at Northwest corner of building. 4. Type C inlet grate and invert elevation adjusted as shown on sheet C4. 5. Grading and bottom slope of swale revised as shown. 6. 20' wide soil retention blanket added to swale between low tailwater basin and riprap drop structures. 7. Southern gabion drop structure has been removed from the plans. 8. 18' wide riprap swale added to replace the southern gabion drop structure. The 18' wide riprap swale will be placed directly upslope of the northern gabion drop structure. SHEET C5 1. Horizontal control points 2-7, 10-12, 15-16 and 18 have been adjusted to match with the revised site layout. 1120 Lincoln St, Suite 1200 Denver, CO 80203-2139 303.832.2666 f 303,832.7563 www.swansonrink.com Xcei Energy February 15, 2012 Page 2 of 2 2. Horizontal control point 8 is no longer used. SHEET C7 1. The detail No. 4 title has been adjusted to "8' Riprap Swale Section" to differentiate between the 8' swale and the newly added 18' riprap swale detail. SHEET C8 1. Soil retention blanket installation details added to plan set. 2. Storm Drain profile added to plan set. 3. Details for the 18' wide riprap swale have been added to the plan set. Please call if you have any questions. Sincerely, SWANSON RINK, INC. Clare Epke, Project Manager Revised sheets C 1, C4, C5, C7 and C8 p:lxcel rifle garage addition 11-165.48\100 deliverable workinglnarratives (asi, addendum)12012-2-14asi no.1_change_narrative.doc 1120 Lincoln Streel, Suite 1200 Denver. CO 80203-2139 +vlAv.rink.com (303) 832-2666 FAX (303) 832-7563 To: WONG STRAUCH AR C N f T EC T S Company: David Bartholomew, Plans Examiner Garfield County Building & Planning DeDa[tment 108 8 Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970) 945-8212 Fax: (970) 384-3470 ❑ Attached // Prints/Plans ❑ Specifications ❑ Disks ❑ Samples ❑ As Requested TRANSMITTAL From: PERMIT# Date: Project: Job No: CC: ❑ Submittals ❑ For Review John Gudger BLCO-10-11-2237 03/02/2012 Xcel Rifle Substation -New Storage Bldg. 11014.00 ❑ Under Separate Cover Date Co•ies Descri • tion 03/02/2012 - Mal Won. Strauch Architects Cover Letter Requesting BuirdingPermit Amendment Narrative for ASI #01 from Swanson Rink 02/15/2012 03/01/2012 2 REVISED Site Plan Drawings per Sheets A100, C4, C5, C7 & C8 wet stamped & signed Notes: David, Please reference attached items listed above in reference to this building permit amendment application submittal. Cali or email us with any questions. Sincerely, John E. Gudger shipped via: ® FED -EX Delivery ❑ First Class ❑ Facsimile ❑ Pick Up ❑ Hand Delivered D E-mail 820 Santa Fe Drive, Denver, CO 80204• (303) 293-9206. FAX 293-8207 email: website: www.wsarchitect.com • VVONG STRAUCH A R CHIT EC TS March 2, 2012 David Bartholomew, Plans Examiner Garfield County, Building & Planning Department 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 RE: Xcel Rifle Substation Operations in Garfield County Permit #BLCO-10-11-2237 Amendment to Permit related to attached ASI#01 Mr. Bartholomew, r D 17 06 ?r1?? GARI-I[_LD COUNTY r 1.11M1!'(.? ,R PLANNING Per our phone and email correspondence, we have submitted this summary letter and attached drawings in a request for a minor permit amendment to the Construction Drawings of Permit #BLCO- 10-11-2237 for the proposed Xcel Rifle Substation Operations. We are requesting this amendment to the approved permit drawings so that a required movement of a building location of a proposed 3000 square foot storage building can be implemented. This movement is required in response to a site discovery in January of an existing utility easement that was not previously noted on existing condition documents in our possession. Please refer to the attached revised site plans and ASI#01 Change Narrative document from Swanson Rink's office that further describes the changes to the site. We look forward to completing the processing of this minor amendment to Permit#BLCO-11-2237 with yo' - nd are available to respond to any questions you may have. Sincere Eve ohn G dger Projec Coordinator 820 Santa Fe Drive Denver. Colorado 80204 (303) 293-3206 l (303)233-8207 1 dstrauch SArchitect.com CSI { ILLU 1:OUNF ' BUILfINC & PLAN'NI'NG Garfield County BUILDING & PLANNING DEPARTMENT Building Plan Submittal New application Revisions requested by Plans Examiner Information/Corrections requested by Inspector /Revisions to approved plans. Building Permit # Owners Name: Contact Information u 14C 6A- 3 Job Address: Phone: CeII: E-mail: Permit Number (if applicable): 434-4) -7)1.01 /fri5.0,7144, /./4/.firms 3/717- 108 /7 /Z 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 THUNDER MOUNTAIN TESTING ♦♦♦ 2970 N. Ronlin Avenue + Grand Junction, CO 81504 (970) 256-99651 CeII (970) 210-70081 FAX (970) 314-7067 Lefever Building Systems 3975 E. 56th Ave.. Unit A9 Commerce City, CO 80022 ATTN: Mr. Ray Polencheck RE: Xcel Energy Storage Building 620 CR319 Rifle, CO 81650 Dear Mr. Polencheck, May 17, 2012 Permit #BLCO-l0-11-2237 As requested, structural steel special inspection was conducted per the IBC 2009 Edition - Chapter 17 Structural Te§ls and Special Inspection and Garfield County requirements: I arrived on site al 110 PM: 1 niet with you to review project requireinents and high strength bolting specifications. The pre-engineered metal building fabricator for this project is VP Buildings in Memphis, TN. Visual inspection was conducted at the Roof Framing Plan level on the A" & 3/4" ASTM A325 High Strength beam to beam and beam to column bolted connections. Project bolt tension requirements indicate "Snug Tight" method as referenced in the approved project drawings provided by VP Buildings: Job # 11-29358 dated 12-8-1 1. As a minimum, 10% of all connections, but not less than two bolts per connection were inspected for proper bolt tension requirements as stated for periodic inspection: Table 1 704.3, Item 2.a in the IBC. Inspection was conducted at grid line A — D & 1 - 3. Bolted connections inspected were observed to be adequately tensioned to a snug tight condition. lie§pyetfillly Subniltte 7f S o t axweil AWS CWI 1191040201 ICC Certified #0863569-S1 & S2 Thunder Mountain Testing 7 t L Maxwell CW1 91040201 QC 1 EXP. 4/1/2015 COUNTY OF GARFIELD BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located atC�'lZ f) c.,4 Permit No. 3 have this day inspected this structure and these premises and found the following corrections needed: ,�. riev / /‘%/<11C ,P 757 -/c7"---- AV�2o ✓AL CI CaII for Re -Inspection LI $50.00 Re -Inspection Fee must be paid prior to Re -Inspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 1-888-868-5306. Date Building Inspector Phone (970) 945-8212 20 /— Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. BLCO-10-11-2237 Issue Date: 1/3112012 Permit Type: Commercial Building Work Classification; New Expires: 07/31/2012 AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Commercial Building Parcel #:217714300281 Owner's Name: Public Service Company (N. of Co. River west) Job Address: 620 CR 319 RIFLE, CO 81650 - Owner's Phone: Total Square Feet: 3000.00 ::.f..1'3 �.. .. i,... �. r's... 4. �v.Ts.:Ta'.—ti: F'�:.t :. u.... .�-��RF•'tP MP::i';.i.. _. Ain>_:, . Contractor(s) Phone Primary Contractor t-eit /?i1 Po c N(?,fl;'Cic 3Q - 7o9- a,2.,6/ Work Description: Inspection Scheduling Code Inspection IVR Comments Pass Date FIRE DISTRICT INSPECTIONS (PLEASE CALL FIRE DISTRICT) %/W/ A) y —7-/z Footers + (//7-1,1:. /,L i` 105 Foundation Walls 110 /C//4//I%Ls /trtx• /Cire~!"n/'ei 7a e/ .le-'7' Framing 115 Drywall 120 Final 125 F 7 ._/ Z _et) 7 Z7J; Misc 135� Insulation 160 Grout 175 Mechanical 405 UG Plumbing 605 Rough Plumbing 610 Gas 620 ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 rn LA -1 U \-- S 0 N L /V,S Pe_7 F(=.ca'?` ( kc•- r"A.),17 i -ST 1 CQ O k �/e P -1:441 ok 746/4-