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HomeMy WebLinkAbout12851 W. 32nd AvenueAll work must comply with 20218 IBC, 2020 NEC and City Municipal Codes. Reviewed for Aming Compliance by the City JW, eat Ridge Planning Division APPROVED j�9" rVa BY: 494- —11 DATE 'June 8, 2021 COMMENTS: 137 3/16" 30" Rocket Wordmark I Channel Letters 40.87' Total Height 128.58 sqR L0PROMOTION PLUS SIGN CO., INC. "76elma8in8Eipens" seelse m. eapmmt.. aesco-mcsmw 21034 Osborne SL Canoga Park, CA91304 (P) 818993.5406 (1) 818993.3174 State Licence 853228 Aluminum Contour Can (One Channel Shape Not individual Letters) 5" Blue Returns Job Location Owner Information Project Information #6552 United Pacific Project eomstanlmepa 12851 W 32nd Ave 4130 Cover St Designed by IC Wheat Ridge, CO Long Beach, CA 90808 Date 04.12-211101 Install J Remove existing C -Store sign. Patch the area where sign will be removed and paint fascia Rocket Blue. Install Rocket Illuminated Channel Letters. Test Electrical. 3M 3630-36[UMM'T".1,20 TReSllwr Approval X _—_ _—_ _—_ _—_ _—_ _—_ _—_ _—_ DATE_ I have reviewed all renderings and I am satisfied with the look and the scope of the work listed wahin. This rendering is property of promotion Plus Sign Co., Inc and Cannot be reprno Ced without written consent of owner L PROMOTION PLUS SIGN CO., INC. "77lielaw8in8 " ro.wrxm. eapamtwnw armcp-mce."w 21034 Osborne St Canoga Park, CA91304 (P) 818993.5406 (P) 818993.3174 State Licence 853228 60" i Job Location Owner Information Project Information #6552 United Pacific Project Ratlat3late lllapa 12851 W 32nd Ave 4130 Cover St Job Location Owner Information Project Information #6552 United Pacific Project Ratlat3late lllapa 12851 W 32nd Ave 4130 Cover St Designed by I[ Wheat Ridge, CO Long Beach, CA 90808 Date 04.12-2021 Approval 3M A" 3M 3630-36 UC900 7125420 TB' Blue 619T Sliver 0 X _—_ _—_ _—_ _—_ _—_ _—_ _—_ _-- DATE_ I have revlawed all renderings and I am satisfied with the look and the scope of the work listed within. This rendering is property of Promotion Plus Sign Co., Inc and cannot be reprptluced without written consent of owner 2'-0 318" L PROMOTION PLUS SIGN CO., INC. "731elmaging " ro.wrxm. eap"mtwnw aes co-mce."w 21034 Osborne St Cmoga Park, CA91304 (P) 818993.5406 (P) 818993.3174 &ate Liceaee 853228 Job Location Owner Information Project Information #6552 United Pacific Project 8odatslareftwei 12851 W 32nd Ave 4130 Cover St Designed by g Wheat Ridge, CO Long Beach, CA 90808 Date 04.ttig2l r. Faces + Flat Acrylic/Plexiglass Install Faces into retainer style cabinet system 3M 3630-36[UMM'T".1,201 TReSllwr Approval X _—_ _—_ _—_ _—_ _—_ _—_ _—_ _-- DATE_ I have revlawad all renderings and I am satisfied with the look and the scope of the work listed wlthln. This rendering is property of promotion Plus Sign Co., Inc and cannot be reprptlucad without written consent of owner O G UG a Ln m m Q PROMOTION PLUS SIGN CO., INC. IiL "7hel+a8in8Frper2Ta aa.awnxm. eapmmtwnw armcp.mcsmw 21034 Osborne SL Canoga Park, CA91304 (P) 818993.5406 (1) 818993.3174 State License 853228 W 32nd Ave Job Location Owner Information Project Information #6552 United Pacific Project Ratlat36te lnepa 12851 W 32nd Ave 4130 Cover St Designed by g Wheat Ridge, CO Long Beach, CA 90808 Date 04.11.211211 Approval w sad A- Q Denny';APPlelaok Wine •12851 West PhilliDs669 32nd Avenue v W 32nd Ave W n Walnrs X _—_ _—_ _—_ _—_ _—_ _—_ _—_ _—_ DATE_ I have revlawed all renderings and I am satisfied with the look and the scope of the work Ilstad wlthln. This rendering is property of promotion Plus Sign Co., Inc and cannot be reprptluced without written consent of owner From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Commercial Sign Date: Wednesday, May 12, 2021 1:51:13 PM Commercial Sign This application is exclusively for Commercial Signs YOU MUST ATTACH A VALID ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Commercial Signs? PROPERTY INFORMATION Property Address 12851 W 32nd Ave Property Owner Name Ken Green Property Owner Phone 310-436-3786 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" ken.green@unitedpacific.com WheatRidae Co.odf APPLICANT INFORMATION Applicant Name Kimberly Earnheart What is your role in the project? Wheat Ridge Contractor's License General Contractor iE:Y[8181 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-781-0106 (enter WITH dashes, eg 303-123-4567) Contact Email Address permits@freemansigns.net for Plan Review Comments Retype Contact Email permits@freemansigns.net Address DESCRIPTION OF WORK Scope of Work Remove existing Sign and replace with new Rocket illuminated wall sign and r Square Footage 28.58 Name of Business Rocket Location of Sign East Elevation Is structural required? No Upload any 8 1/2" x 11,, Field not completed. pages Sign Installation Plan Rocket 12851 W 32nd Ave Des an Ddf Set on 11 "x17" only. Project Value (contract 3500.00 Valuation Ok value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Kimberly Earnheart Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202100960 PERMIT NO: 202100960 ISSUED: 06/15/2021 JOB ADDRESS: 12851 W 32nd Ave EXPIRES: 06/15/2022 JOB DESCRIPTION: Remove existing Sign and replace with new Rocket illuminated wall sign and 28.58 sq ft, east elevation *** CONTACTS *** OWNER (818)814-8215 GTY PACIFIC LEASING LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 340 / Conv. Markets BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31500.00 FEES Total Valuation 0.00 Plan Review Fee 70.98 Use Tax 73.50 Permit Fee 109.20 ** TOTAL ** 253.68 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202100960 PERMIT NO: 202100960 ISSUED: 06/15/2021 JOB ADDRESS: 12851 W 32nd Ave EXPIRES: 06/15/2022 JOB DESCRIPTION: Remove existing Sign and replace with new Rocket illuminated wall sign and 28.58 sq ft, east elevation I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this,permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/15/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Commercial Sign Date: Wednesday, May 12, 2021 1:51:13 PM Commercial Sign This application is exclusively for Commercial Signs YOU MUST ATTACH A VALID ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Commercial Signs? PROPERTY INFORMATION Property Address 12851 W 32nd Ave Property Owner Name Ken Green Property Owner Phone 310-436-3786 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" ken.green@unitedpacific.com WheatRidae Co.odf APPLICANT INFORMATION Applicant Name Kimberly Earnheart What is your role in the project? Wheat Ridge Contractor's License General Contractor iE:Y[8181 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-781-0106 (enter WITH dashes, eg 303-123-4567) Contact Email Address permits@freemansigns.net for Plan Review Comments Retype Contact Email permits@freemansigns.net Address DESCRIPTION OF WORK Scope of Work Remove existing Sign and replace with new Rocket illuminated wall sign and r Square Footage 28.58 Name of Business Rocket Location of Sign East Elevation Is structural required? No Upload any 8 1/2" x 11,, Field not completed. pages Sign Installation Plan Rocket 12851 W 32nd Ave Des an Ddf Set on 11 "x17" only. Project Value (contract 3500.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Kimberly Earnheart Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an ins p c ion the following business day PERMIT. O ADDRESS: JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS r l PERMIT: " 0 ` � �D`�ADDRESS 4miloCODE: 1, '�� - Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank ( -4, t 320 Drywall screw and Nail ` 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 401 Gasline 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial ( -4, t 405 Final Mechanical Residential ` 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* �- 8�( g 418 Building Final Inspection °�(,� f Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 14 1 --� Job Address: 12- � -5 1 W , -5 2- I?VeAJUE Permit Number: S0 i (v Do 5y5- ❑ No one available for inspection: Time t G� AM/PM Re -Inspection required: Yes CNd) When corrections have been made, call for re -inspection at 303-234-5933 Date: " i `7 r' Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: q 19 - S G—N F/A/A L Job Address: Z '351 W 321`0 AV I,-'- Permit ~Permit Number: 201 6 00505- (1) 4----( cti-4 LC{+tom - 1� ❑ No one available for inspection: Timen� �� AM/PM Re -Inspection required: Yes No When corrections have been made, cfor re spection at 303-234-5933 I Date: Inspect..:- DO NOT REMOVE THIS NOTICE ov c,� r' r1Z✓i1 COO I INSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERM IT:_,20 Iq b O°V0ADDRESS: -32-"� JOB CODE: - Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert.ln - 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical /Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext, 204 Plumbing Underground Int. ;_..,, r1umbing, Underrround Ext. 206 Water Underground- ., _ vv imvz mover unaergrouna or Below i in -Slab work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS Ue�4,(tn Ccs I PERMIT: jCll-) 09q(,01 ADDRESS: 12-&S4 A) 3 2 "�,&JOB CODE: Rough Inspection (continued) Date Inspector CommentsInitials 316 Rough Mechanical Residential —_... 317 Rough Mechanical Commercial 318 Boiler / Furnace 310 Hot water tank 405 Final Mechanical Residential 320 Drywall screw and Nail 406 Final Mechanical Commercial a 5- F / 321 Moisture board / shower walls 407 Final Plumbing Residential - 322 Rough Grading 408 Final Plumbing Commercial 323 Miscellaneous Final Inspections Date Inspector Initials Cc mments _ 402 Gas Meter Release —_... 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial a 5- F / 407 Final Plumbing Residential 408 Final Plumbing Commercial 4101 Final Window/Door 411 Landscape/Park/Planning` Inspections from these entities shall be requested one week in advance. '`For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Rovd/Drainage/Public Works** — 413 Ficod plain Inspection** _ 414 Fire insp. /h=ire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division City of Wheat Ridge d Commercial Sign PERMIT - 201600505 g PERMIT NO: 201600505 ISSUED: 05/16/2016 JOB ADDRESS: 12851 W 32nd AVE EXPIRES: 04/16/2018 JOB DESCRIPTION: Install new Phillips 66 signage, identification and fascia. *** CONTACTS *** OWNER (516)478-5400 GTY PACIFIC LEASING LLC GC (303)355-0013 John Koppenhafer 100329 KTK General Contracting SUB (719)540-5216 Susan Novak 021138 Joe's Electric Company *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 191 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 50,000.00 FEES Total Valuation 0.00 Plan Review Fee 474.21 Use Tax 900.00 Permit Fee 729.55 Extend Expired Permi 729.55 ** TOTAL ** 2,833.31 *** COMMENTS *** *** CONDITIONS *** MA: Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. MR: Approved. The issuance of a building permit should not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion and approval of the associated building permit. City of Wheat Ridge Commercial Sign PERMIT - 201600505 PERMIT NO: 201600505 ISSUED: 05/16/2016 JOB ADDRESS: 12851 W 32nd AVE EXPIRES: 04/16/2018 JOB DESCRIPTION: Install new Phillips 66 signage, identification and fascia. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to b� per ormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or tCONTRA (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermrt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grantin of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applica�e code or anyr�linance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chiehuilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. t t City of ��Wheat -Midge COMMUNny DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at pennitsgci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: Permit # 2616`00S705- Property Address: W 32, At-( Phone # 7Z,0I71-_?q 7r Email Address: ID&� `i (0 IzTe&& &1-1), CAO " Reason for extension request: Number of days requested: �U / Printed Name: (�,�, AL�d #4"- '?"-167(0 Signature: l�h� Date: For office use only This request has Approved by: Denied Extended until: Date: 116 www.ci.wheutridge.co.us i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE�� Inspection Type: Job Address: / Permit Number: 9 ❑ No one available for inspection: Time 4)5A!\�M Re -Inspection required: YesCN� When corrections have been made, cca..�'H for re -inspection at 303-234-5933 Date: "- Inspector: c�� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: yoY FE C Job Address: _Ir'ri l tn/�� 3 "�✓C Permit Number: 20/703 '%4; 1 ❑ No one available for inspection: TimeAM/PM Re -Inspection required: (''Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: -,:3/// 03 -234 -Date:.:/{ I t") Inspector:%f7 / DO NOT REMOVE THIS NOTICE City of Wheat�dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Ad ) 3111 Add to Permit # X01-70 LI Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** (2SI 2�� Property Address: �- Property Owner (please print): UA -�-' � pc ,� Phone: �c ( - l �� Property Owner Email: Mailing Address: (if different than property address) Address: 1 Oe-, U 5 ( �vr City, State, Zip: C a ('.'Icc-,l /� - If Contact Person: �� Phone: e5c Contractor: l Contractors City License #: Contractor E-mail Address: 4"( 1501 Phone: '5C � - � � r� " U C Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work:P(-�-� 6/ C � // j Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REP)?E ATIVE) of (OWNER) (CONTRACTOR) M //t ' PRINT NAME: K �((' `G t 117 SIGNATURE: 44� DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received Sanitation District ❑ Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required Building Division Valuation: $ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: .,W/ A4""41q /P%um,/x F/, � Job Address: �5 �%3I Q Permit Number: % yI,) I ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-inspection/at 303-234-5933 Date:,)- / " % Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line_1�9rf` (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Ga/ A& l40/60 Job Address: I IV_30Aqd gFa Permit Number: C>%� ❑ No one available for inspection.: Time �'� - AM/PM Re -Inspection required: Yes No./, When corrections have been made, call for re -inspection at 303-234-5933 Date:c7 s"l '�F Inspector: 66- / DO NOT REMOVE THIS NOTICE ,� ► 4 City of Wheat Ridge Commercial Remodel PERMIT - 201708461 PERMIT NO: 201708461 ISSUED: 12/06/2017 JOB ADDRESS: 12851 W 32nd AVE EXPIRES: 12/06/2018 JOB DESCRIPTION: Tenant Improvement to existing convenience store; update to signage at restrooms, counter -top height aisle adjustments for ADA compliance; light fixture change -out; 3,175 sq ft *** CONTACTS *** OWNER (818)814-8215 APRO LLC ARCH (818)814-8215 A Stewart Core States Group SUB (303)637-0356 Michael Kilgore 140133 Kilgore Construction SUB (303)761-6176 Mark Heikkila 100201 Integrity Electrical Solutions SUB (303)466-4209 Rosalie Cooper 018111 Cooper Heating & Cooling SUB (303)466-4209 Rosalie Cooper 018111 Cooper Heating & Cooling *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 340 / Conv. Markets BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 50,260.00 FEES Total Valuation 0.00 Plan Review Fee 479.44 Use Tax 1,055.46 Permit Fee 737.60 ** TOTAL ** 2,272.50 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Commercial Remodel PERMIT - 201708461 PERMIT NO: 201708461 ISSUED: 12/06/2017 JOB ADDRESS: 12851 W 32nd AVE EXPIRES: 12/06/2018 JOB DESCRIPTION: Tenant Improvement to existing convenience store; update to signage at restrooms, counter -top height aisle adjustments for ADA compliance; light fixture change -out; 3,175 sq ft I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the prgperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further a hao am legally authorized to include all entities named within this document as parties to the work to be performed and t e performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNAR or CONTRACTOR }(Circle one) Date I. This permit wadissued base on`the irifoimation provided in the permit application and accompanying plans and specifications and is subject to the'compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a pefmit shaII not; be construed to be a permit for, or an approval of, any violation of any provision of any applicable � X ordinanc6 qr roo iog� of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its6j.ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan Review Fee: Building Permit Application I Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 12851 W 32ND AVENUE, WHEAT RIDGE, CO 80401 Property Owner (please print): APRO LLC Phone: 818-814-8215 Property Owner Email: ASTEWART(a)ACNCONCEPTS.COM Mailing Address: (if different than property address) Address: c/o GRANT THORNTON LLP /PO BOX 59365 City, State, Zip: SCHAUMBURG IL 60159 Architect/Engineer: CORE STATES GROUP Architect/Engineer E-►'mailASTEWART(d_)ACNCONCEPTS.COM Phone: 818-814-8215 Contractor: TO BE DETERMINED - OU,T JTO BID (� (��C` L -� f 15`1 L t(- ' T (( /V) Contractors City License #: N/A `7 L` Phone: N/A �7' '� Lj-7 C- Contractor E-mail Address: N/A �til��h fxy- of L rlcD - c0)'► ) Sub Contractors: TO BE DETERMINED - OUT TO BID Electrical: TO BE DETERMINED - OUT TO Plumbing: TO BE DETERMINED - OUT TO Mechanical: TO BE DETERMINED -OUT BID BID f/ TO BID W.R. City License # W.R. City License # t f� W.R. City License # d► /Cc�ic.c�c�l� � , I' (t i- r- ► ld j UG L° CC) (i 1Cj C; j�; ( Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form FL -0J1 COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ® OTHER (Describe) COMMERCIAL - TENANT IMPROVEMENT (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) CURRENT USE: CONVENIENCE STORE (RETAIL); PROPSED USE: UNCHANGED CURRENT OCCUPANCY: M - MERCANTILE; PROPOSED OCCUPANCY: UNCHANGED CONSTRUCTION TYPE: VB AREA OF WORK SQFT: 3,175 SF SCOPE OF WORK:Tenant Improvement to Existing Convenience Store. Update to Signage at Restrooms, Counter -top height and aisle adjustments for ADA Compliance, light fixture change out. Project Valuation (All Trades): $26,000.00. Sq. Ft./LF 3.175 Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 26,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or FUTHORIZED REPRESENTATIVE) of (OWNER] (CONTRACTOR) Electronic Sienature (first and last name): DATE: 10/ 16/17 ALYSE EWART - AGENT FOR OWNER DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: lll�llJ�"I �(� �1 � I 1 . � i7 7� ��alO � � � J• c1� BUILDING DEPARTMENT COMMENTS: Cbmt-1 STs 1 .�,3 X , I -is Sa, ',? Q0 Reviewer: i,,,�\,), `SIT 1,0. 1 Building Division Valuation: $ 1%,-,) �� . Alyse Stewart Subject: Permit application accepted - West Metro Fire Protection District Date: Monday, October 16, 2017 at 3:26:57 PM Pacific Daylight Time From: NoReply@mobile-eyes.com <NoReply@mobile-eyes.com> To: astewart@acnconcepts.com <astewart@acnconcepts.com> Your permit request for Conoco/ Phillips at 12851 West 32nd Avenue Golden, CO 80033 has been accepted. The Job Number is: 171016008 Description: Tenant Improvement to Existing Convenience Store (My Goods Market). Update to Signage at Restrooms, Counter -top height and aisle adjustments for ADA Compliance, light fixture change out. Area of Work SgFt: 2,570; Project Valuation (All Trades): $26,000.00. Follow the steps below to upload your plans. 1. All plans shall be in PDF format only. 2. All plans shall be submitted in a fully UNLOCKED and UNSECURED state for plan review. 3. Submissions shall not utilize the color "RED" for the plans, drawings, notations, etc. 4. Send your plans to planreview@westmetrofire.org 5. Name the plan you intend to upload using the job number provided above followed by the physical address (street number, street direction, street name, street type) where the work is to take place. 6. You will receive a confirmation email once your plans have been successfully uploaded. 7. No action will be taken on your request for permit until you plans have been received. NOTE: Re -submissions shall only include the pages that are affected and additional pages that may be required for the needed corrections. Re- submission of full sets, unless specifically requested, shall result in the rejection of plans. Page 1 of 1 ay. NlFj81LE User Options Welcome back Alyse Stewart (ACINI Concepts, LLC.) Start New Application Log Off Update Account Document Library Contractor Help Procedures Help Videos Single Portal Account Overview 111jow to Find Your Active Jobs How to Request an Inspection fHow to Request Multiple Insoectio�ns HSA ow to Cancel an Inspection Contractor Permit Portal Help Desk: 866-442-9002 (8a -8p EST) Email: help@mobile-eyes.com Applications City/Dept.: West Metro Fire Protection District Jobs for my company Address: Occupant: Street: Status: All Unsubmitted Address Conoco/ Phillips 12851 West 32nd Avenue Golden, CO 80033 Submitted 10/16/2017 6:00:33 PM Submitted Returned Job Type: Search Clear Filters l Job Type Status 2 Existing Building/ Tenant Improvement Active Jobs Just My Jobs All Jobs for my company Address: Occupant: Street: Job #: Schedule Status: Search All Scheduled Unscheduled Clear Filters 1 Address Job Type / # Status Scheduling No matches Completed/Canceled Jobs Just My Jobs All Jobs for my company Address: Occupant: Street: Job #: Status: - All Completed Canceled Search Clear Filters 1 Address Job Type / # Status No matches Address: Permit Application - Print Preview Addr/Street: 12851 West 32nd Avenue City/State: Golden CO Zip Code: 80033 UWner. First Name: Last Name: Business Name: APRO, LLC Phone: (800) 527-5476 Phone AH: Cell Phone: Fax: Addr: C/O Grant Thornton LLP/ PO Box 59365 Suite: City/State: Shaumburg IL Zip Code: 60159 Email: Occupant: Building: Occupant: Conoco/ Phillips Suite: Property Use Type: Commercial Job Job Type: 2 Existing Building/ Tenant Improvement Sq Ft: 3,175.00 Cost: $26,000.00 Desc: Tenant Improvement to Existing Convenience Store (My Goods Market). Update to Signage at Restrooms, Counter- top height and aisle adjustments for ADA Compliance, light fixture change out. Area of Work SgFt: 2,570; Project Valuation (All Trades): $26,000.00. Comments: i CITY OF WHEAT RIDGE Vr Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 30L7 r G Job Address: 0-9T' Permit Number: iY7 / 70 L5L51-/ ❑ No one available for instep_tion: Time / AM/PM Re -Inspection required•- Ye No When correc/ ons have been made, call for re -inspection at 303-234-5933 Date: / / 0 Inspector: l'hT DO NOT REMOVE THIS NOTICE Gln FOR OFFICE USE ONLY City of tutee: P"Wh6atl ic g COMMONiTyDE EtwOPMEt~T Plawpermit Building & Inspection Services Division Z 3, � 7500 W. 2e Ave., Wheat Ridge, CO 80033 Plan Revieav Office: 303-235-2855 * Fax; 303-237-8929 Inspection Lime: 303-234-5933 Building Permit Application Please ComPlete s1l highlighted areas on bath sides of this lom. Int to applic4tions may not be processed. Ave - Mailing Address. (if different than property address Address: City,`State, Zi VICA�ooS4-ei,, Ar hitectlE ngineer,E-mall: Phone: 5 onit tor: Contractors City License :. _.0 0. 3 2-A Phone: 36 3 1, 6 r Contra ttor -mall Address: r Sub Contractors: Electrical: 5 a Plumbing: Mechanical: W,R. City License ## WR. City License ##W.R. City License # Other City Licensed Stab: Other City Licensed Sub, City License # City License Complete all Information on BOTH skies of this form 0 NEW COMMERCIAL ..A STRUCTURE ELECTRICAL r UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICALSYSTEM/APPLIANCE REPAIR r yr M REPLACEMENT err A wSYSTEM/APPLIANCE w.ri w or • r.. ACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT fw0TVE249ascK•' i. «� eh " cx��o Py rx�Py POL J Sq, Ft./LF Btu's Gallons Amps SquareOther Melissa Macke --- '111111 p 11 -In ------- - �-1111111111111111111 Will From: Melissa Mackey Sent: Friday, April 15, 2016 10-08 AM To: 'darrylk@ktkgcltd.com' Subject: 12851 W. 32nd Ave. Re: Sign permit for Phillips 66 12851 W 32 d Ave Wheat Ridge, CO To: KTK General contracting, attn. Darryl darrylk(&,ktkgcltd.com I= I am reviewing the pen -nit application for the sign permit for the Building department. The page 3 of 12 with the specifications showing wind speed and exposure are correct, however we will need to have it wet stamped by an engineer or a stamped letter indicating approval of this page. In addition the electrical inspector will need to make sure there is disconnecting means for the sign. There is still the planning approval required before issuance. I will have Melissa or Kristi send this to you and you may communicate with them to correct the info anon and co-ordinate issuance. Jim Johansen City of Wheat Ridge Melissa Mackey Senior Permit Technician 7500 W 29th Avenue or•o 800 Office Phone: 303-235-285 Fax: 303-237-8929 �M�.c�Lwheat�ride.co�.us 719-540-5225 p,2 `N9 CI -Ey of at ITYDEWLOPMEW * r - .; U M�� � � *fig- - ♦ �+ Company Name: Phone # State License Master Wheat Ridge #.- Signature of Authorized Agent Date Company :r * ♦a Wheat Ridge License ,. Signature of Audiorized Agent Date You must complete this sheet and include 4 in the submittal package for any new freestanding signs. You will also needto create a site plan and a detail sheet of th signage. • !, 1"M9 a -S 01 A - , ' ' i INIMMUM I Ai to SMM�- NEW Step 1: Determine the square footage of the building: Building size (in square (rhis will be insetted in ....formulabelow) Stop 2* Complete the appropriate allowable signage formula: If the buildings 1,500 square feet in size, you are llo of sign. If the buildingis 1,601 – 5,000 square feet in size, complete the following: -------------- EE�::] - 1, 501 5 = LiL?—!�—j+5 -7 =3,Ftail in sizAllowed sign size If the building is 5,001 — 50,000 square feet in size, complete the following: = Buildingsize AllowedL L sign size If the building is 50,000 + square feet in size, complete the following: BuildingsizeE=1 lowed sign size The "allowed +eachof thefreestanding s ElChecabinetn. ck here if the sign is existing and you are replacing a cabinet or face with the same sl or I I a Fm 0 M C) 0 50M oil m 0 c CD Men d 0 No C. PELL, ARCHTTECL LLC 3—^/\D AVE,, 6—L4 SrA—(M =aM.W—AY,'1Mn*AW I ui w 0 U - LU m 0 0 'N" m m I I 5s, N 'm o CL I I I CO Lu os, z _0 0) Ni Z m I mm C14 Cl) co cli C14 C�l CD LO cli U� a C14 CD ss US C3 mm 0 EE 114 ss 0 ss ca vz fl • You • ai and include It in the submittalpackage w any new wall signs. You Will also need to create a site plan and a det sheet of . .•- Protect Address � ContractorK I :�-10 You are allowed 1 square foot of signage for every I linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive: Stop 1: Measure the length of the wall(s) where you are attaching the sign: all 1 _ feet Wall 2- 2-6 feet Wall 3 - feet Stop * The length of the wall is the allowable square footage for the wall sign. ` Wall I allowable signage- square feet Wall 2 allowable signage- 2 6 square feet Wall 3 allowable signage- L square feet .Rite Filart Ol m m ■ I m 0 I C, mr of M i. tic 0 to Mat", .. . . .. . 3vo�w ovum . . ..... .. . . ....... �pl 1::31 x. . . ..... . . . . . ........ J -i -7 7 r7 7' 7 You are all & You must complete this sheet and include it in the submittal package for any new 1`0666tAnding signs. You will also need to create a site plan and a detail sheet of the signage. %intractor: 0 -!!5x- -C Wick. At Cli I I C�e Stop 1: Determine the square footage of the building, 7 to ccr we� s Building sizer square feet; ,.3 $ rk (This will be inserted in the formula below) If the building is 0 — 1,600 square feet in size, you are allowed a 35 square foot sign. If the building is 1,601 — 5,000 square feet in size, complete the following: r- ---------- 1 1,501 + 50 Building size Allowed sign size If the building is 51001 — 50,000 square feet in size, complete the following: 5,001= 500 +100= Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: 50,001 + 1,000 + 190 Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding siga A (Check �►,.g*�q, cabinet or face. The sign must meet a setback from the street right-of-way. If the sign is less than 7 feet in height, the sign must be setback 5 feet. If the sign is between 7 feet and 15 feet the sign must be setback 10 feet. For most freestanding signs, the maximum height is IS feet. For properties within % mile of the interstate, freestanding signs may be 60 feet tall. These signs must be setback at least 30 feet from the street right-of-way. Stop 3: Determine the height of the new sign: The new proposed freestanding sign will be feet tall. Stop 4: Determine the setback from the street right-of-way: The new proposed sign will be setback feet from the street right-of-waY. 2W 26-603 of the Code of Laws. # -a OW -1 # dat'D Iry IRT5,1315 I I /it It I— cl)� 3338 333/8 .. ----------------- ........ ... . ........... .. ......... ----- ----- 5 LU co "0 Ctl 1 ..... . . . ........ .. �1 CV. ..... C� CD C� 8, CD LO Ctj Oj z z 4JI 70 ca ILN 171 - LL 4A CL ... .. ... . . ......... IGUIPeD ,V4 69 -00 cc E c cz to 0 4 • (1) cc Ci z 00 E ',00 hi ai 4i �5 x U_ C! ulz 0 o E u - 0- U.1 0) U_ C V) 00 �G_ &, S m ff *E coc 2 < -2 R CL 9 E, !p I V Rl I { 4 ty f . k CRU Sc L.EIE: LED CANOPY LIGHT,= E f < I A + 6 7 + A .4- 4 + 4- + jr 'D 42l 40 , !- --' _ -_ _. _ _ .._ _ 3. � --- 0 L 4 -7 E__ D i - Ar + 4 I A -J. 'j 4 �D CD r u 1, F5 4 kJ 1 -1 1 0 1-7, A- 8, 22 18, -9 Ir I C21 C) _7 T. S)�, 4 _L 7' L lJ L_ J A L j 4- 4 .4- i 'D 'o T- 6 A_ 0 0 L U 4 - 4- Ail A 'J L 4 1_3 A, -s' i, I A F__ .4, 7 J II T- 0 -4- 4- IF 4- zi 4 _J z", 411- '-4 0 _2 -J, --T L_ + Q A 7 T J 1 C -d- r 1, 4 __7 1 A 4- A, L E L l L _J - -1; + � - _2 1 7 6 /Al T- "At FF___ +_T_ 70 M 6 T L 8 4 6 j CRU Sc L.EIE: LED CANOPY LIGHT,= E f < o In p D r lf V i I ri '-A t 1 + 6 7 4 4 [ I, A .4- + 4- + jr 'D 42l 40 , !- --' _ -_ _. _ _ .._ _ 3. � --- 0 L 4 -7 E__ D i - 4 I A -J. 'j 4 �D CD r u 1, F5 4 kJ 1 -1 1 0 1-7, A- 8, 22 18, -9 Ir I C21 C) _7 T. S)�, 4 _L 7' L L_ J j 4- 4 .4- i 'D 'o 6 4 - 4- Ail A 'J o In p D r lf V i I ri '-A t 1 i Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Complete all information on Bt TH sides of this form I FOR OFFICE USE ONLY kJ1V)JW1 0J 11 � W111 -at CommuNwr� DEVEL(X`ME,�T • 0 • 0 # # * P/an/Pe,mi1# Plan Review Fee.- Building Permit Application L VITIf 111 12851 W 32nd Ave. wheat Ridge, CO 80401 Proq�peft •wn (please print): Pacific Convenience and Fuels LLC 925-931-5727 N/A Addrew 7180 Koll Center Parkway STE 100 Ci spabloosdi-signs.com 004L=L=-- Contractor: McBride Lighting and Electrical Services Contractors 04 (i� 111171 "onW. brette.cbridelighting.com zs��� Plumbing: WR Cit� LiceaL Mechanical: WR City LioeU12 # I 011 5111 3004 112 - AL Complete all information on BOTH sides of this for We will. be re-facing 2 existing signs from Circle K to My Goods Market, Also we will, be takinq down 3 45"X45" logo building signs and installing 2 60 signs and I 72 sign— The new signs will be LED. The current use for this locations is a fuel and convenience store, Sq, FULF Btu's Amps Squares Gallons Other 12-1"FM NOMM PRINTNAME: Brett Jaramillo Ot 2/18/14 SIGNATURE: Building Division Valuation: $ cx"'e'v�v", Page 1 of 1 Phet Meksavanh From: Lauren Mikulak [Imikulak @ci.wheatridge.co.us] Sent: Monday, June 13, 2011 2:06 PM To: Phet Meksavanh Subject: Zoning Letters Attachments: 4750_Kipling_Zoning_Letter.pdf; 12851_W_32nd_Zoning_Letter.pdf Ms. Meksavanh, Attached please find the two zoning letters you have requested. I have sent the original copies in the mail via USPS. Thank you for sending payment. Please be in touch with any further questions. Be well, Lauren E. Mikulak Planner) 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303 - 235 -2845 Fax: 303 - 234 -2845 www.ci.wheatridae.co.us City of 3 Whatldc 0.i CJN1TY L7EVELDPMEiVT CONFIDENTIALITY NOTICE: This e-mail contains business - confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. CITY OF WHEAT RIDGE 06/16/11 2:07 PM edbb AMERICAN SURVEYING RECEIPT ND:CDBBB63i4 AMOUNT FMSD ZONING MISCELLANEOUS 50.08 ZOMI PAYMENT RECEIVED AMOUNT CK 41798 58.00 TOTAL 58.00 6/13/2011 City of WheatR,I ge COM MUNITY DEVELOPMENT City of Wheal Ridge Municipal Building 7500W. 29 Ave. Wheal Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 June 10, 2011 American Surveying and Mapping 1030 N Orlando Ave, STE B Winter Park, FL 32789 Attention: Pacific Convenience and Fuels, LLC RE: 12851 W. 32 Avenue To Whom It May Concern: This letter is to inform you that the property located at 12851 W. 32 Avenue is located within the corporate limits of the City of Wheat Ridge, Colorado. The property is schedule number 428167 and is located at lot 3 -A of the 70 West Business Center Subdivision, Filing #2. The property is zoned Planned Commercial Development (PCD). The underlying zoning document for the PCD is the outline development plan (ODP) tiled Richter Annexation CDP. The CDP applies to a larger area, in which the subject property is referred to as "Area D." In this area, permitted uses are all uses allowed in the Commercial -One (C -1) zone district. A final development plan (FDP) was approved for the subject property in 1998, and was recorded with Jefferson County under reception #1 This FDP is titled Applewood Breakplace Planned Commercial Development and includes specific development plans for the existing Conoco gas station. The FDP includes a site plan, landscaping plan, and building elevations. It was approved by the Wheat Ridge City Council with conditions those conditions also appear on the FDP document. Any development that deviates from the approved final development plan would require an amendment. A substantial change in use would require a new development plan. Per Section 26 -308 of the Wheat Ridge Municipal Code, the procedures for approval vary based on the nature of the request. A pre - application meeting with any prospective developer would be required to discuss the details of a new or amended development scenario. Please feel free to be in touch with any further questions. Sincerely, l fLJIL� Lauren Mikulak Planner I Enclosures as wvxi.whc"idgzco.us f ., N t - - v v rp OWNER'S CERTIFICATION APPiLEW. ;DJ6W C = L ED COMMERCIAL DEi/ELOP ENT � a Pi nm De"0 mid aar,Wtidtr mmtoinad this thin Won, and as may o0woiw. 00 "Imd by low. I VICINITY MAP 4' RED MANDSTOIIE A PRELIMiNARY_AND.EINAL DEVELOPMENT PLAN FOR PARKING CALCULATIONS fu t,- —Wk. Blot ow I of Flnai D.v.hp wnt PWn (and Pi doM �t areal. ! - . • LOT 3 OF I =70 WEST BUSINESS CENTER SUBDIVISION FILING 2' REfNS I PACE (CONVENIENCE S /200 NIIE}, = 3247 SF RATIO _ $F = ,6 RE«»ED a rael.a property right V..tN Woper4r riglta may ony aeMe and accrw pursuant o the provleion of ..anon zs - «G) m Are aM , � m th Cane - HARD- SURFACE AREA (EfCLUMhE OF BUILDINGS) 32.614 S.F./S8.42% - Low of th.. SNy of What 15.621 S.F. /27.98% PREL�NARY AND FINAL DEVELOPMENT PLAN' TOTAL REOUiRED PARTING PER PLANNING DEPT_ i6 SPACES �d CONVENIENCE STORE WITH 24 HOUR ACCESSORY FASTFOOD. CAR WASH AND MOTOR VEHICLE FUELING - AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDC REQUIRED NUMBER OF TOTAL PARKING TO BE HANDICAP = , Sulmnl,ed and no�m to b9( 0 NORTH FACE 26' PAW PROVIDED ?0 r4r day of Fd�YfiKE ' Q .. Y`. - - REGULAR 22 SPACES HANDICAP 1 SPItCE Wit— my, kind a,d o/fid)ol seat.- 7. Y ` ,d � 1t 7 . TOTAL 23 SPACES c— ftelon eepiraa . /slew NOT "IV 73.3 DEVELOPMENT DATA NORTH FACE 247-0' SEAL 22.5 ST FACE 36-8' LW ARFA.WRIBN PROPERLY LINES 55,828 S.F. 1282 ACRES SOUTH FACE 24' -0 48 PLANNING COIAM raN wd doy a ' 18 GROSS FLOOR AREA STORE 3,241 CAR WASH 880 CANOPY 3.472 TOTAL 7,583 lY th What l6dge Plo ninq Commi.siort. l / -_ - NUMBER OF 00 VA110I err WAI I Cir_AI nATA I I i I I I ------------------ - - - - -- - - - --� FR XJ ATION i - T -t t 3/4' CANOPY CAPSULE SIGN i3 N T' t9.3� _ WHITE LETTERS ON -; DARK GREEN BACKGROUND 11' -11 3 4' 'Gw Si0 E FIA SIG �. SCALE: 1 4 1 -0 34.0 T BUFF SANDSTONE �l[1 1. GENERAL DATA 2. SITE PLAN 3. LANDSCAPE PLAN 4. BUILDING ELEVATIONS 5. CAR WASH AND CANOPY ELEVATIONS 6. GRADING AND DRAINAGE PLAN 7. UTILITY PLAN NOTE: 'ALL SITE LIGHTING SHALL BE IN ACCORDANCE WITH CHAPTER 26 -30(S) OF THE CITY OF WHEAT RIDGE CODE OF LAWS' 1000W SMH LIGHT FIGURE POLE AND ANCHOR. BOLTS SUPPLIED BY COMPANY TO BE INSTALLED AND PANTED CHARCOAL BY CONTRACTOR. r 7 BASE COVER SUPPLIED BY COMPANY 70 BE INSTALLED MID PANTED CHARCOAL BY CONTRACTOR. SITE LIGHT DETAIL NOT TO SCALE nl YI qI CONVENIENCE SORE tIwm fw OF Bum= SCE � ! 81ALDaW'S 3 TOTAL BUILDING, COVERAGE 7,593 S.F. /136% - HARD- SURFACE AREA (EfCLUMhE OF BUILDINGS) 32.614 S.F./S8.42% - AREA DEVOTED TO LANDSCAPING WITHIN SITE 15.621 S.F. /27.98% PRESENT ZONING CLASSIFICATION POD PROPOSED USES CONVENIENCE STORE WITH 24 HOUR ACCESSORY FASTFOOD. CAR WASH AND MOTOR VEHICLE FUELING 00 VA110I err WAI I Cir_AI nATA I I i I I I ------------------ - - - - -- - - - --� FR XJ ATION i - T -t t 3/4' CANOPY CAPSULE SIGN i3 N T' t9.3� _ WHITE LETTERS ON -; DARK GREEN BACKGROUND 11' -11 3 4' 'Gw Si0 E FIA SIG �. SCALE: 1 4 1 -0 34.0 T BUFF SANDSTONE �l[1 1. GENERAL DATA 2. SITE PLAN 3. LANDSCAPE PLAN 4. BUILDING ELEVATIONS 5. CAR WASH AND CANOPY ELEVATIONS 6. GRADING AND DRAINAGE PLAN 7. UTILITY PLAN NOTE: 'ALL SITE LIGHTING SHALL BE IN ACCORDANCE WITH CHAPTER 26 -30(S) OF THE CITY OF WHEAT RIDGE CODE OF LAWS' 1000W SMH LIGHT FIGURE POLE AND ANCHOR. BOLTS SUPPLIED BY COMPANY TO BE INSTALLED AND PANTED CHARCOAL BY CONTRACTOR. r 7 BASE COVER SUPPLIED BY COMPANY 70 BE INSTALLED MID PANTED CHARCOAL BY CONTRACTOR. SITE LIGHT DETAIL NOT TO SCALE nl YI qI CONVENIENCE SORE tIwm fw OF Bum= SCE � ! WEST FACE 94! 4e 188 34 .NOmP FACE 38' -B' 77 0 EAST FACE 94' -4' 188 34 SMITH FACE 72'-0' 64 34 CANOPY. WEST FACE 124' 248 0 NORTH FACE 26' 'S8" 17.5 FAST FACE 124' 24B 17.5 SWITi FACE - 28' S6 0 " CAR WASH WEST FACE 36' -8' 73.3 0 NORTH FACE 247-0' 48 22.5 ST FACE 36-8' 73.3 0 SOUTH FACE 24' -0 48 225 CRY City 00NMIONS OF WEAT OM CITY MOM AFPWSL ='5 SE _. 1. DIESEL FUEL SALES Mar ALLOWED. pCounty cry cle k 2. OFWE -THRU W94DOW IS NOT ALLOWED. NECOROERSZ!'1 IFICAtE 3. NO STAGING OF BUSES FOR TOURISM. - .pled fw 60, in the office f W Raamdar ofJ�ferwn County 4. NO OVERNIGHT PARKING FOR SEMI TRACTORS OR TRAILERS ON PROPERTY. at CakraEO, on iN _,[,its day of A.D. 1 tZ tn e k Page 5. MOVE NINE TREES FROM THE EASTERN LOT LINE TO THE WEST ALONG THE BUFFER WALL pti an 6. 50 % OF THE TREE$ ARE TO BE 6OMFEROUS. J.f/' only nd r0�r�� AMY 7. THE EWESTRLAN /PEOESTRLAN PATHS TO BE BUILT WITHIN THE AN Depu � THE CDOT RIGHT -OF -WAY ALONG LOTMM 3 WITH BUILDING PERMIT FOR LOT 3. ° LEGAL DESCRIPTION OF PARCEL .. . LOT 3. 70 HIES[ BUSINESS CENTER. 6 SUBDIVISION FILING No. 2. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE COLORADO?'.,.. ' OF G ; INDEX OF SHEETS 1 -70 WEST BUSNFSS CENTER TENANT AREA TENANT AREA TENANT AREA TENANT AREA TFIYNT AREA " TENANT AREA TENANT AREA TENAW AREA TENANT AREA TENANT AREA BRICK TO - MATCH C -STORE NOT 0 1 -70 CENTER ID SIGN PETROLEUM Mme. y� ote No. Parkwoy 18Y ow" Enam«Na IWI-a CONCEPTS LLC ( '77 0 0) %, -o5w 303M will GENERAL DATA APPLEWOOD BREAKPLACE 0 1 -70 W. BUSINESS CENTER 32nd and 1 -70 WHEAT RIDGE, CO .LLB Oats: .SEPTEMBER ,987 Sht Dm.n LTS $sal.: NONE 1 OF 7 ` . JL.B Gsk FRS: 2P$1T$ . FREESTANDING 2 PO SEE— SIGN 208 5F FACE NOT TO SCALE a" Bt -- -----' : ----------- ------------ ----------- F t /s - -8 - -- ------- ------ --- - - ---- --- BIM f6 TT RAM. ' PETROLEU M S." 97 N O. Parkway, � F Medaew CONC. wAtx CONCEPTS LLC AIIOOEI, rA 30338 a75G m 77040 En/APm/, eelWmA so- WA (7'70) BSSI -0988 t� B 70 RH 1 -70 RRER5F tE al -SAES SITE PLAN 11 mum APPLEWOOD BREAKPLACE 0 1 -70 W. BUSINESS CENTER Mrid avid 1 -70 WHEAT RIDGE, CO pipipigympd Sr, LJB Dotw SEPT., t997 Std Drown ELS i Soot.. 1' - 20' 2 O F 7 ... - LJB I Wak. FBM 2P915P �I s a" Bt -- -----' : ----------- ------------ ----------- F t /s - -8 - -- ------- ------ --- - - ---- --- BIM f6 TT RAM. ' PETROLEU M S." 97 N O. Parkway, � F Medaew CONC. wAtx CONCEPTS LLC AIIOOEI, rA 30338 a75G m 77040 En/APm/, eelWmA so- WA (7'70) BSSI -0988 t� B 70 RH 1 -70 RRER5F tE al -SAES SITE PLAN 11 mum APPLEWOOD BREAKPLACE 0 1 -70 W. BUSINESS CENTER Mrid avid 1 -70 WHEAT RIDGE, CO pipipigympd Sr, LJB Dotw SEPT., t997 Std Drown ELS i Soot.. 1' - 20' 2 O F 7 ... - LJB I Wak. FBM 2P915P I U I UTILITY LEGEND: L LEGAL DESCRIPTION: 1 1 1 I I N N I C LOT 3, 70 WEST 8USO4ESS CENTER SUBOMS10N FILING No. 2 � - - - -m -- - - I� I I I W ___ EXISTMC WATER UIE 1 I 1 96 3 3.0.7 1 —W— P 0 1 '. - ',�. - —55— PROPOSED SANITARY SEVER 1 pO fF OF SECTDN 2YB T3 R M W. AT TXE NiERSECTDN . I — -- c - -- EXISTING GAS LI — s . —a— PROPOSED 6A5 trE • ' / ; -T11E - - EXIStRD UNDERGROUND EIECTPoCAI . ' / / / —UE— P . / —GE— PROPOSED GV"HE D ELECTRICAL I / e lko � �l i 1 - - -UT - -- EXISTING UNDERGROUND TELEPHONE _„y I —VT— P SCHEDULE € N'43'30 332.63 1 1 O O W-4' a 3B'-B CONVENIENCE STORE (3241 SF.) ® ® EXISfRIG 6' GAS WIN A-23'3W = a7 / / i IIN.14 Q Q ' ' 4 O 124' z ZO' m ® PROPOSED 5' ATTACHED SDEWALK . A R✓•7Sm' , = a / 4 / '1 � 4 i m m (T ( ® WmorAPPED MRPS PER CRY SPECWIUTION 1 . . \ , . ... ..:. . ... ® 220E . OF O _ 7 7 1 1 O O O ® 38' -B' a 24' -0' CAR WASH BURRING (880 S.F.) I 6 61W.W1t1r3�'72 I \ , I 1 ®... • 1�; 1 4 ® OOP BONE = ®TRENCH DRAM CANOPY FASCIA D SIGN UYP. 2) 1 1AND6CAPE AREA 0 • \ 0 4_7Z - - 1 1 ' •• O O TANS UNDER CONCRETE 5 SMRME ® ® NEW B• FCff wDRANT k ASSEMBLY (1Y'P. T) Y • /� 3 3 1 1 i ;# .2:: M M' � O7 C -0' a 1M -0' PItlONG SPACES CTYP. 23) ® ® PRICE ! L0. MONUMENT SIGN it HIGH WIT.. 103 S.F. . I Y \ / / ' '� - -.• � 4 4 3 A A 1 1 © © Y -0' a It -0' HANDICAPPED PARKING SPACE WITH 1 4 . p / Y� \ ry t td" T T' E -0 1 I i • O Y PVC' FOR TAW STICK STORAGE - 13Y LONG ® ER 4r 7 7 II ` ` r aw-w 7 7 1 1 W A TANK OVERFILL ALARM MOUKTED ON LIGHT POLE 7' -0' . . S I I 1 1i Z FIBERS MID. 12*-0' A.F.G. WITH CEDAR 0 0 EXISTING 12' WATER TO BE RELOCOEO 1 4 . © - i © EXISTING PORTION OF A 50' EASEMENT TO BE ABANDONED II B B 4 4 3 1 0 1 - i© VACUUM. TRASH AND NR STAND ON 4' THICK CONCRETE . . 0 ® 6 I O P O /3 2 -NIBUC PHONES Q Q PROPOSED RELOCATED 12' WATER LIE 19 1 n n iL 24' HIGH, 1000 W: SMH SITE LOM (7Yy 9 SINGLE). ® ® E USIMG PUMP PR AID ELECTRIC METER TO BE REMOVED O I i t TI2 Z ::. r UNLESS. OTHERWISE NOTED ® ® 009FNG SUMARY M.H. TO BE REMOVED I \ I O O i � a E f f 1 a w/511 D ® N 1 I iC � 1 ; Z U t3 CAR a NEW SANITARY sEWEW M A \ X Q i 3 t 1 taoo+- GALLp1 PRECCST WD/WM MTERCEPTOR ® ® EXISTING B PVC SNRAR'I SEWER TO REMAIN i \ 4 I I Q i 1 1 CODE -A -WASH WITH FOR UDR YIISX ® ® EIDSONG POWER POLE TO BE RELOCATED W /GUY I I CURB CUT I O o. Q QQ \ / 1 t 2w 7 77p t t9 B• REMFORCED CONCRETE PAVING ® ® METING GAS LIE TO BE RELOCATED p 1 1 I R; \ \ \�77''; / 1 ' 1 ® ® PROPOSED PAD MOUNTED TRANSFORMER ® ® EXISTING UNDERGROUND TELEPHONE TO BE RELOCATED \ It 4 4 �x WMED aECTAKAL COMM FROM TRANSFORMER R POLE T).SE REMOVED R P POMP SERYM LOCATION T ® AS41LT PANNG P p I "' / 1 N 1 I H N N / ® Ram AwRam ENT (ASPHALT. CURB & wriet, I I 4 S 2 ® .. 1 W ® mm smaw Sam OUIFALL Lop FROM c -SORE. CAR SIDEWALK) ) a,a ir77 S2'12 T TYPE ONE DLTTFT sntucrLgw ® ® REMOVE DUSTING TREE T• I ` 7 1/5' - I 1 ®4 11/Y TYPE K COPPER WATER TAP. METER At PT I T I - - 1 12!-0' ` 75' -7 1 -0 I 1' - ® 1 1/Y wATER'TYPE K COPPER WATER SERVICE UNE 61 PEIDCAIED UNDERGROUND TELEPHONE T I 1 1 9 9 ® ® 11/2 TYPE K COPPER WATER SEFMCE FROM MANIFOLD ® ® CONOCO "BREAK PUCE' SON (TP. 3) 34 S.F. i 1 1 ® IN CAN WASH TO C -STIXtE ® f:7OSTNC. ASPHALT ROATAYAY TO BE REMOVED I - W' SANITARY SEWER SERVICE FROM P-STORE AND CAR WASH 8110 E %RICIG 8' R RICNf -iN ENTRANCE ONLY - \ \ k ,;;. e extsTN: B' SANITARY SEWER MAN - ® ® DOSTI IG SIGN TO BE REMOVED \ / / _ _ t• �. - -P ; -_ _____ _•___ __ _ ___ ____________ _ __ ®, L' CIFANOUT WITH BRASS CAP . .® 1 -70 CENTER ')ENNAT SION' OAS METER LOCAIID ON C- 51011E ® ® GROUND MOUNTED SPOTLIGHT (TIP. 4) CAS LINE FROM WM 70 METER ON C- STOVE ® ® STGHf TRIANGLE , 12' 11' i it' 14' \ ------'---- n n ® GAS LNE FROM METER TO CAR Yl/3L1 ® ® PAVEMENT STRIPPING 10' WOE $MAU( EASEMENT R L 9 '301 I I 0 II �IMY..552SL5 1 1 I 1 - - EI05T. EDGE 1 e e I h h ASPIMLT `ms`s• I I P POINT � .�� i - - ```� ♦ SWAM CORNER M MOM. VINES) 1 ♦ 1 P . _ � ._ lFAMIO ._� .. .. .. �_.. _ _ ��" _ _ _ _ WM p �VIO015 Des. D Dm. \ ` - I . � . . ----------- ------------ ----------- F t /s - -8 - -- ------- ------ --- - - ---- --- BIM f6 TT RAM. ' PETROLEU M S." 97 N O. Parkway, � F Medaew CONC. wAtx CONCEPTS LLC AIIOOEI, rA 30338 a75G m 77040 En/APm/, eelWmA so- WA (7'70) BSSI -0988 t� B 70 RH 1 -70 RRER5F tE al -SAES SITE PLAN 11 mum APPLEWOOD BREAKPLACE 0 1 -70 W. BUSINESS CENTER Mrid avid 1 -70 WHEAT RIDGE, CO pipipigympd Sr, LJB Dotw SEPT., t997 Std Drown ELS i Soot.. 1' - 20' 2 O F 7 ... - LJB I Wak. FBM 2P915P k I {b � 1 a ems,. P =72sb � 1 1 1 ' N 1 1 - I T MAN - 0 10 20 1� - SCALE: l' =20' 1 I I I I / I r 1 1 I I i NW43 332.6.1' • / 1)IISA y� ( (2)PT (27BJ / (3)Y' BOTANICAL NAME 1 SS •, ��_ S~ SHRM LEGEND PRUNE AS DIRECTED BY NOTES: r N� 1. THE COMTRACIOR' IS TO VERIFY FIELD CONDITIONS AND A 1 2 1/2' - PRIOR TO PROCEEDING W TH THE WOOL 1 •f 2 CONTRACTOR TO FURNISH ND PLANT I�l�• \fir MA EE AS NOTED. ALL PLANT MATERIAL RIAL M UST EQUAL - Q _ SHRUB PREPARED BAACI90'RRL 1/3 COW/PEAT, OR EXCEED THE CODE OF STANDARDS CURREN RE- GR 0WP ACT. A C BE TO a LANDSCAPE THE COLORADO NURSERY ACT. AND IS RY SUBJECT ro APPROVAL THE NDSCAPE ARCHITECT. ARCHITECT. C T. a � 1 4 BOTT 1/2 OF S BOTTOM 1/2 OF BAIL 9REA0 AND PLANT ® - EVERGREEN TREE SQUARE FEET OF ORGANIC MATERIAL, ROTITTILUED RLLED A ems,. P =72sb � 1 1 1 ' N 1 1 - I T MAN - 0 10 20 1� - SCALE: l' =20' 1 I I I I / I r 1 1 I I i NW43 332.6.1' • / 1)IISA y� ( (2)PT (27BJ / (3)Y' ori m BOTANICAL NAME 1 SS •, ��_ S~ SHRM LEGEND PRUNE AS DIRECTED BY NOTES: LANDSCAPE ARCHITECT 1. THE COMTRACIOR' IS TO VERIFY FIELD CONDITIONS AND t MOiWV -IJIE LNDSCAPE ARCHITECT OF ANY DISCREPANCIES 2 1/2' - PRIOR TO PROCEEDING W TH THE WOOL 1 •f 2 CONTRACTOR TO FURNISH ND PLANT �fOil MA EE AS NOTED. ALL PLANT MATERIAL RIAL M UST EQUAL - Q _ SHRUB PREPARED BAACI90'RRL 1/3 COW/PEAT, OR EXCEED THE CODE OF STANDARDS CURREN RE- GR 0WP ACT. A C BE TO a LANDSCAPE THE COLORADO NURSERY ACT. AND IS RY SUBJECT ro APPROVAL THE NDSCAPE ARCHITECT. ARCHITECT. C T. a � 1 4 ori m n BOTANICAL NAME — EVERMAMN BECIVILMS - S~ SHRM LEGEND PRUNE AS DIRECTED BY NOTES: LANDSCAPE ARCHITECT 1. THE COMTRACIOR' IS TO VERIFY FIELD CONDITIONS AND Y MOiWV -IJIE LNDSCAPE ARCHITECT OF ANY DISCREPANCIES 2 1/2' - PRIOR TO PROCEEDING W TH THE WOOL awn COOKED ® - 4' - K WASHED COBBLE ROCK ROCK MULCH 2 CONTRACTOR TO FURNISH ND PLANT tr MA EE AS NOTED. ALL PLANT MATERIAL RIAL M UST EQUAL - Q _ SHRUB PREPARED BAACI90'RRL 1/3 COW/PEAT, OR EXCEED THE CODE OF STANDARDS CURREN RE- GR 39gN. 2/3 PIT EXCAVATED SOIL ACT. A C BE TO a LANDSCAPE THE COLORADO NURSERY ACT. AND IS RY SUBJECT ro APPROVAL THE NDSCAPE ARCHITECT. ARCHITECT. C T. a � 1 4 BOTT 1/2 OF S BOTTOM 1/2 OF BAIL 9REA0 AND PLANT ® - EVERGREEN TREE SQUARE FEET OF ORGANIC MATERIAL, ROTITTILUED RLLED A 1� WORM OF 8' DEEP. N..S 4. EXCAVATE PLANTING PIT TWICE AS WDE AS ROOT BALL. EVFRCRfEN 6EMUWS I j MD A 2/3 2/3 TOPSOIL S ALL EVERGREEN TREES AND ALL DECIDUOUS TREES OVER 3' CALIPER WITH THREE -. DECIOUOIli - TREE GUY WIRES AND CANVAS STRAPS MIN GROMMETS. STAKE ALL DECIDUOUS TREES UNDER Y Mm WITH T -BAR PALM@ AS DIRECTED BY LANDSCAPE ARCHITECT - 1EMW (TWO STAKES PER TREE). NO EMADSED MIRES SHOULD COME INTO CONTACT WITH iNE TRUNK FOR EITHER - LE WRAP TRURO( FROM GROUND GUYING LIETIKID. TREE WRAP ALL DECIDUOUS TREES TO ROCK LEVEL TO SECOND BRANCH WITH SE �' D ' _ COVER APPROVED TREE YAW S. ALL TREES AND SHRUBS ARE TO BE PLANTED AFTER 'F 3 EQUALLY S-0' STEEL STAKES -3 Amp EQUALLY SPACED D ROUGH GRADING AND PRIOR TO PLACING OF GROUND COVER MATERIAL 1r t .PY�NI WI 6. SOD SHALL BE BLUEGRASS BLEND APPROVED BY OWNER T R TIN011LW1 GROMMETS ATTACHED TO 3' AM SHALL BE LA A FIRM BED MT14 M T JOINT$ A W D ON AND NO VOIDS BETWEEN STRIPS. SOD TO FERTILIZED WOE NYLON WEBBING REMOVE BINIUP PREPARED BAQOWL -SEE SPECS. n BOTANICAL NAME — EVERMAMN BECIVILMS - S~ SHRM LEGEND PRUNE AS DIRECTED BY NOTES: LANDSCAPE ARCHITECT 1. THE COMTRACIOR' IS TO VERIFY FIELD CONDITIONS AND ©. - 'BUUEWAW SOD SET SHRUB PLUMB MOiWV -IJIE LNDSCAPE ARCHITECT OF ANY DISCREPANCIES 2 1/2' - PRIOR TO PROCEEDING W TH THE WOOL awn COOKED ® - 4' - K WASHED COBBLE ROCK ROCK MULCH 2 CONTRACTOR TO FURNISH ND PLANT - MA EE AS NOTED. ALL PLANT MATERIAL RIAL M UST EQUAL - Q _ SHRUB PREPARED BAACI90'RRL 1/3 COW/PEAT, OR EXCEED THE CODE OF STANDARDS CURREN RE- GR 39gN. 2/3 PIT EXCAVATED SOIL ACT. A C BE TO a LANDSCAPE THE COLORADO NURSERY ACT. AND IS RY SUBJECT ro APPROVAL THE NDSCAPE ARCHITECT. ARCHITECT. C T. HOUND BAORFW.L 2 SPOT 4 BOTT 1/2 OF S BOTTOM 1/2 OF BAIL 9REA0 AND PLANT s PRIOR TO ANY PLANTING OPERAiiONS, THE AREA BE PUNTED TO'B: PREPARED WTTN 5 YARDS/1.001) - EVERGREEN TREE SQUARE FEET OF ORGANIC MATERIAL, ROTITTILUED RLLED A PLANTING DETAIWORM WORM OF 8' DEEP. N..S 4. EXCAVATE PLANTING PIT TWICE AS WDE AS ROOT BALL. EVFRCRfEN 6EMUWS PLANT PLANT BACKFlLL W BE 1/3 ORGANIC NATER 7PEE 7REE MD A 2/3 2/3 TOPSOIL S ALL EVERGREEN TREES AND ALL DECIDUOUS TREES OVER 3' CALIPER WITH THREE -. DECIOUOIli - TREE GUY WIRES AND CANVAS STRAPS MIN GROMMETS. STAKE ALL DECIDUOUS TREES UNDER Y Mm WITH T -BAR PALM@ AS DIRECTED BY LANDSCAPE ARCHITECT - 1EMW (TWO STAKES PER TREE). NO EMADSED MIRES SHOULD COME INTO CONTACT WITH iNE TRUNK FOR EITHER - LE WRAP TRURO( FROM GROUND GUYING LIETIKID. TREE WRAP ALL DECIDUOUS TREES TO ROCK LEVEL TO SECOND BRANCH WITH SE �' D ' _ COVER APPROVED TREE YAW S. ALL TREES AND SHRUBS ARE TO BE PLANTED AFTER 'F 3 EQUALLY S-0' STEEL STAKES -3 Amp EQUALLY SPACED D ROUGH GRADING AND PRIOR TO PLACING OF GROUND COVER MATERIAL - DNVEN FLU�SFI WIRE, OQUB.E t T1M5T, RUN 6. SOD SHALL BE BLUEGRASS BLEND APPROVED BY OWNER T R TIN011LW1 GROMMETS ATTACHED TO 3' AM SHALL BE LA A FIRM BED MT14 M T JOINT$ A W D ON AND NO VOIDS BETWEEN STRIPS. SOD TO FERTILIZED WOE NYLON WEBBING REMOVE BINIUP PREPARED BAQOWL -SEE SPECS. WITH GRANULAR DAMMONIUM PHOSPHATE (16 -45-0) AT RATE OF SIX (5) POUNDS PER 1,000 $0. FT. FROM TCP i/3 BALL DU,. X 2 TAMP SOLL UNDER BALL BEFORE CONY OF BALL PLACING 7. CONTRACTOR TO MAINTAIN ALL PLANTINGS INSTALLED UNDER THIS CONTRACT UNTIL FINAL ACCEPTANCE AND (3)MP TURNOVER TO OWNER. TREE PLANTING DETAIL t PLANTS SHALL BE GUARANTEED FOR ONE GROWING SEASON. .HILTS - SPRING PLANTINGS WILL BE GUARANTEED THROUGH OCTOBER OF THE SANE TEAR. ANY PLANTINOS AFTER THE MONTH - LED TOG DOGWOOD OF AUGUST WILL. BE GUARANTEED THROUGH MAY THE 5 GAL FOLLOWING SPRING. ANY PLANT MAIM THAT IS IN GUESTON E CONXIM MAY RECEIVE AN EXTENDED ' GUARANTEE AT THE REQUEST OF THE LANDSCAPE CON AND APPROVAL OF THE LANDSCAPE ARCHITECT. ALL GUARANTEES ON PLANTS ARE 1005 INCLUDING MATERIALS AND LAM BASED UPON A ONE -TILE REPLACEMENT. 9. ALL BEDC TO HAVE 3' DEEP, C -6' WASHED COBBLE ROCK, SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL . 10. PLANTBW 80 EOOER TO BE RYERSON STEEL EDGER 1/6' X 4' XtO: OR EQUAL AS APPROVED BY THE W1 LANDSCAPE ARCHITECT - . 11. CONTRACTOR TO REPAIR OR REPLACE ANY SOD. MULCH OR SITE IMPROVEMENTS, DISTURBED OR - DAMAGED BY THE CONTRACTOR AT NO ADDITIONAL COST To 1NE OWNER 12. CONTRACTOR TO PROVIDE FOR PROTECTION OF ALL UIIUTES. PRIVATE OR PUSUC PROPERTY, AND PUBUC - O O SAFETY FOR THE D URATI ON OF THE CONTRACT AND SHALL TPM Olt REPLACE TO SAME WITHOUT ADDITO/AL COST TO � OXN�ER 13. CONTRACTOR SHALL SECURE AND PAY ALL APPLICABLE - TAXES, PERMITS ANO FEES IN CONNECTION WITH THE WORK UNDER THE CONTRACT. . e 14. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND ORDERLY AND SHALL Of TI ALL WASTE AND DEBRIS AT AN APPROVED VED LOCATION OF -STE PRIOR DEBRIS TO FINAL ACCEPTANCE. PLANT SCHEDULE 15. PUCE GEOlEXiRE FABRIC (MIRA I /140 -S OR EQUAL) n UNDER ALL ROCK AND PUNTNG BEDS. INSTALLATION TO BE 10. O IS�SI CE OF CERRFICAIE OF OCCUR Y. PRIOR 17. IRRIGATION GATION SYSTEM $HA HAVE SHRUB BEDS AND NE jAWN AREAS ZOD W$EPPARATELY. LAMN AREAS TO BE POP -UP SPRAY SY$IEL SHRUB BIRD$ TO HAVE FULL COVERAGE MIN EITHER A POP -UP SPRAY RIP SYSTEM. MICRO - EMITTER, OR D SYSTEM. 18. ALL HEADS TO BE ADAJSiED TO PREVENT OVERSPRAY ONTO BUILDINGS AND WALKWAYS. 19. SACKFLOW PREVENIICN DEVICE SHALL BE M OR ACCDANCE WITH CITY SPECIFICATIONS. 20. ALL PIPING TO BE PVC CLASS 200. 21. ALL OFFSITE TREES TO BE DRIP IRRIGATED. M SHUT -OFF VALVE AND SACKFLOW PREVENTOR FOR IRFUCA71ON SYSTEM SHALL BE LOCATED IN THE CAR WASH MECHANICAL ROOM. 4 5 N . " 97 - 0 " No. Pa kway, V Di FAp—" W—V PE It C ONC . W01C CONCEPTS LLC CONIC- Vo - 7M-3M LANDSCAPING PLAN APPLEWOOD BREAKPLACE 0 1 -70 W. BUSINESS CENTER 32nd end 1 -70 WHEAT RIDGE, CO L..fl pate: - SEPT., 1997 - SM DY9.A ELS —: 11 2P• 3 OF 7 ClaxXed lJ8 Dbk F" 2P51SV ME BOTANICAL NAME WNMON NAME OUAN. size AFAIAPo(S NSA FRAX6DS PENMIMVANDCA , MAISMALL , S SFEDUESS MARSHALLS SEEDLESS ASH NWERA 2 1/2' a i B OL TTUA CORDATA OREENSPIRE LINDEN 9 2 1/2' B t 8 CBS QLAUCA /1RIOEM$S COLORADO 4 B' -B' B k B PP PINUS EDGIS Pit& PINE 15 6 B t 8 RC MAWS SP. 'RAOANr RADIANT CRAB 2 2" a 111 6 PT POTEMI LLA 'JACKMA R' JACKMAN POTENTA LL 24 5 GAL. CONT BJ JUNIPVW SABNA BUFFALO AMIPER 20 5 GAL CONT MP M , MUGHO PINE 8 5 DIN.. CONY PW - P4IINNKIE 42 OT Fun - 510 r_7 �Z LED TOG DOGWOOD is 5 GAL WHIT _ D W1 UNDER ALL ROCK AND PUNTNG BEDS. INSTALLATION TO BE 10. O IS�SI CE OF CERRFICAIE OF OCCUR Y. PRIOR 17. IRRIGATION GATION SYSTEM $HA HAVE SHRUB BEDS AND NE jAWN AREAS ZOD W$EPPARATELY. LAMN AREAS TO BE POP -UP SPRAY SY$IEL SHRUB BIRD$ TO HAVE FULL COVERAGE MIN EITHER A POP -UP SPRAY RIP SYSTEM. MICRO - EMITTER, OR D SYSTEM. 18. ALL HEADS TO BE ADAJSiED TO PREVENT OVERSPRAY ONTO BUILDINGS AND WALKWAYS. 19. SACKFLOW PREVENIICN DEVICE SHALL BE M OR ACCDANCE WITH CITY SPECIFICATIONS. 20. ALL PIPING TO BE PVC CLASS 200. 21. ALL OFFSITE TREES TO BE DRIP IRRIGATED. M SHUT -OFF VALVE AND SACKFLOW PREVENTOR FOR IRFUCA71ON SYSTEM SHALL BE LOCATED IN THE CAR WASH MECHANICAL ROOM. 4 5 N . " 97 - 0 " No. Pa kway, V Di FAp—" W—V PE It C ONC . W01C CONCEPTS LLC CONIC- Vo - 7M-3M LANDSCAPING PLAN APPLEWOOD BREAKPLACE 0 1 -70 W. BUSINESS CENTER 32nd end 1 -70 WHEAT RIDGE, CO L..fl pate: - SEPT., 1997 - SM DY9.A ELS —: 11 2P• 3 OF 7 ClaxXed lJ8 Dbk F" 2P51SV ME BOTANICAL NAME WNMON NAME OUAN. size AFAIAPo(S NSA FRAX6DS PENMIMVANDCA , MAISMALL , S SFEDUESS MARSHALLS SEEDLESS ASH B 2 1/2' a i B OL TTUA CORDATA OREENSPIRE LINDEN 9 2 1/2' B t 8 CBS QLAUCA /1RIOEM$S COLORADO 4 B' -B' B k B PP PINUS EDGIS Pit& PINE 15 6 B t 8 RC MAWS SP. 'RAOANr RADIANT CRAB 2 2" a 111 6 PT POTEMI LLA 'JACKMA R' JACKMAN POTENTA LL 24 5 GAL. CONT BJ JUNIPVW SABNA BUFFALO AMIPER 20 5 GAL CONT MP M , MUGHO PINE 8 5 DIN.. CONY PW - P4IINNKIE 42 OT Fun - 510 � LED TOG DOGWOOD is 5 GAL WHIT D WINDOW AWNINGS. ACRYLIC .. _ COATED POLYESTER - H HEMLOCK TWEED'S .......... 6; 4 a' LOCATION , FOR PROMOTIONAL _ 2XTNlANENUL- IRitTBOTL INTERNALLY ILLUMINATED BUILDING LOCO SIGN - tW PLATED — LIGHTING FIXTURES - (TYPICAL) f I i 3 fi ' DARK KHAKI METAL PANELS MODULAR BRICK FACING MODULAR BRICK FACING METAL SPANDREL PANEL MOUNTED 3 4 CIEJT IEWERED • ENDICOTT • COPPERTONE • ENOCOTr GREEN GLAZE TO FRAMING, PANTED DARK GREEN CLASS BUTT JLIC W/ STRUCTURAL SILICONE WEST ELEVATION SMOOTH SMOOTH _ ,•_G• - NOLBNAL SCALE V4 ■T-0' METAL STANDING SEAM ARCH AM FRAMING. PREFINISHED ARO-FO ROOF TO MATCH CONOCO . DARK KHAKI. PANT ARCH FRAMING DARK GREEN .A r - I INTERNALLY R.LUMINATED _ �— BIIKDING .LOGO 9GN. I I _ .) WINDOW AWNINGS ACRYLIC COATED POLYESTER - L _ .... _ .. HEMLOCK. TWEED r - 1 h 5 STEEL FRAMING. PAINT DARK GREEN I I I - -- - -- I DARK KHAKI METAL • 1 PANELS BEYOMD MODULAR 8 MOWV.R BRICK (ACING MOOAAR BRICK FACING NORTH ELEVATIO • ENDICOTY COPPERTONE ' SMOOTH SM007H GREEN GLAZE' DARK KHAKI METAL PANELS •EIWICOTT• SOUTH ELEVATIO SMOOTH i 3 fi —MODULAR BRICK FACING -INTERNALLY ILLUMINATED ENDICOTT' GREEN GLAZE BUILDING LOGO SIGH SMOOTH 's is Dee. BYI D,,, By Dote ' � GaBeRar. RemeMe t Mwda4A PETROLEUM w e 9"�i0" P°''`„o —w. CONCEPTS LLC °011 ono) as, -os9s Fm.t�>"0TTO..� C —STORE ELEVATIONS APPLEWOOD BREAKPLACE 0 1 -70 W. BUSINESS CENTER 32"d mid I -70 WHEAT RIDGE, CO PSH Dote: DECEMBER 1997 SM 0— PSN Swe: , s . , -0 4 OF 7 PAINT FRAME' KHAKI TOP 0 & EOU FINISH METAL LS IGN PPERTONE E BRICK EXIT SCALE: 1/4' - 1' -0' PREFINISHED A PANELS ILLUMINATED BAND VALET. CHARCOAL ARCOAI (TYPICAL) SOUTH ELEVATIO SCALE 1/4' - ,' -0' NOTE' ALL COLORS AND DINENSIDNS ARE TYPICAL UNLESS NOTED OTHERWISE • FROM HIGHEST POINT UNDER CANOPY, PRELIMINARY GRADING PLAN DYES A RANGE OF 14' -8' MINIMUM TO 18' -O' MAXIMUM VERIFY WITH FINAL GRADING PLAN. PETROLEUM 0 Intto o :a No. ft kw y, Y MM9� DqM ,; R—kv CONCEPTS LLC Atbn �° 30339 rc (770) 951 -0588 iN �ivv4• Sao,,, CAR WASH & CANOPY ELEVATIONS APPLEWOOD BREAKPLACE ® 1 -70 W. BUSINESS CENTER 32nd and 1 -70 WHEAT RIDGE, CO Deai neo PSH Oats SEPTEMBER 1997 SM F- Drown PSH SaaN: , 4' 1' -0' 5 Or 7 CNKkM Diwk FM: SIDE ELEVATION (EQUIPMENT ROOM SIDE) SCALE: 1/4' > 1' -0' `WASH BAY FINISH SIDE ELEVATION (CAR WASH EGRESS SIDE) FLOOR SCALE: i/4' - 1' -0' EAST ELEVATION s'. F. , i4' - V —n' AR WASH SIGN. INTERNALLY ILLUMINATED RED BACKGROUND WITH WHITE LETTERS �C:.IU D951 s �e yyp V DARK KHAKI PREFINISHED METAL FASCIA PANELS Y� DIRECTIONAL SIGNAGE _(TYPICAL) CtNIM114Y 7a DICOTT COPPERTONE SMOOTH FACE BRICK 7 / (TYPICA) L CAR WASH CLOSED TOP OF FOUNDATION & EWIPMENT AREA flNt$H FLOOR . j ENTRANCE WASH BAY FINISH FLOOR REAR ELEVATION MILL FINISH ALUMINUM DOOR WITH GLAZING (TYPICAL) SCALE 1/4' - 1' -0' PAINT FRAME' KHAKI TOP 0 & EOU FINISH METAL LS IGN PPERTONE E BRICK EXIT SCALE: 1/4' - 1' -0' PREFINISHED A PANELS ILLUMINATED BAND VALET. CHARCOAL ARCOAI (TYPICAL) SOUTH ELEVATIO SCALE 1/4' - ,' -0' NOTE' ALL COLORS AND DINENSIDNS ARE TYPICAL UNLESS NOTED OTHERWISE • FROM HIGHEST POINT UNDER CANOPY, PRELIMINARY GRADING PLAN DYES A RANGE OF 14' -8' MINIMUM TO 18' -O' MAXIMUM VERIFY WITH FINAL GRADING PLAN. PETROLEUM 0 Intto o :a No. ft kw y, Y MM9� DqM ,; R—kv CONCEPTS LLC Atbn �° 30339 rc (770) 951 -0588 iN �ivv4• Sao,,, CAR WASH & CANOPY ELEVATIONS APPLEWOOD BREAKPLACE ® 1 -70 W. BUSINESS CENTER 32nd and 1 -70 WHEAT RIDGE, CO Deai neo PSH Oats SEPTEMBER 1997 SM F- Drown PSH SaaN: , 4' 1' -0' 5 Or 7 CNKkM Diwk FM: SIDE ELEVATION (EQUIPMENT ROOM SIDE) SCALE: 1/4' > 1' -0' `WASH BAY FINISH SIDE ELEVATION (CAR WASH EGRESS SIDE) FLOOR SCALE: i/4' - 1' -0' EAST ELEVATION s'. F. , i4' - V —n' I f k I t e` 6 I ` I k P �, ZE I' I I e � Y J Fh �h ^9 7 A ♦ 1 �1 1 . I ;1 t qE Y i h7 . , 1 M1 t 1 I iW ry 1 I I I ry' a 1 � 9 I • 1 1 3jYt2 i 1 i 1 I \ I \ 1; •.'ti's. 1 1 \ I \ 1 \ 1 \ I - CURB CUT i 1 \ 1 1 l 1 _I 1 I' i , A X E I� PROPOSED CONTOUR PROPOSED CONTOUR (BY OTHERS) .28.00 y 0 L • 1 W T •l Ot 11 ♦5 ry ti • a. ry ! : p� j ry 1 - - _�,� . 1 DESCRIIIIED ` TOP OF BRASS CAP N RANGE 80X AT THE . 1/ 4 CoRIER SECTION 29. TA S R. 69 W. AT THE MIAMIECRON 28 26 - T .. TOP OF GRAND TOG TOP OF GRATE TC TOP OF CURB HP HIGH POINT LP LOW PORT 00 CURB OPEN6NG -------------- ____________ _____________ 21 11 II 21 OMY OF WI#All®BE 3-1/2 W1' z,R -_ -___ JIIMB-0M.N- IWIGCMfI LEGEND ____2S_____ EXISTING CONTOUR PROPOSED CONTOUR PROPOSED CONTOUR (BY OTHERS) .28.00 y 0 L • 7 ryd cp 'T�' .. W T •l Ot 11 ♦5 ry ti • a. ry ! : p� j ry 1 - - _�,� . 1 DESCRIIIIED ` TOP OF BRASS CAP N RANGE 80X AT THE . 1/ 4 CoRIER SECTION 29. TA S R. 69 W. AT THE MIAMIECRON LEGEND ____2S_____ EXISTING CONTOUR PROPOSED CONTOUR PROPOSED CONTOUR (BY OTHERS) .28.00 EXISTING SPOT ELEVATAN 28.0 PROPOSED SPOT U VAT 0 PROPOSED SPOT ELEVATION (BY OTHERS) FF FINISHED FLOOR TOT TOP OF TANKS - T .. TOP OF GRAND TOG TOP OF GRATE TC TOP OF CURB HP HIGH POINT LP LOW PORT 00 CURB OPEN6NG GENERAL NOTES: 1. REWINEMEHTS SHOWIN ON SITE PLAN SHALL WYflN. DRAWINGS AND SPECIFICATIONS SHOWING OTBRMSE NOTWITHSTANDING. CONTRACTOR TO POINT OUT ANY DISCREPANCIES To "" OILERS REP. P W TO 1110. , 2. NO WORK 1S TO KON UNTIL ALL PERMITS HAVE BEEN OSTANED. & CONTRACTOR TO PROVIDE ALL ERXAPMMT AND PERSONNEL REQUIRED FOR FINAL CHECKOUT OF ALL FACKJ71ES BY OWNER'S REPRESENTATIVE. 4. ENVE INSTALLATION SHALL MEET ALL APPLICABLE CODES A VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE. 6. ALL FE IN OLD TANK AREA$ OLD BASEMENT ER EXCAVATIONS . CESSPOOLS. OTH AND INSIDE BII.OINC TO BE PEA 4RAVEL OR PPROVED EQUAL 7. FINAL CRAOES ARE S OACT TO MINOR CHANGE BY COMPANY REPRESENTATIVE NO WADE CHMSES N EXCESS QF WITHOUT COMPANY APPROVAL 8. .WY FILL MATERIAL REWIRED 10 BRING THE SITE TO GRADE 94AU BE CLEAN FILL OW APPROVED BY ENGINEER AND SHALL BE PLACED IN 8 LAYERS COMPACTED TO 96R OF THE MAOMUM 3TANOARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT 9.' -SIT PROPERTY CORNER PINS IN CONCRETE. F PROPERTY CORNERS ARE DESTROYED BY CONTRACTOR, THE CONTRACTOR SHALL BEAR THE E10'FNSE OF RELOCATING CORNERS BY A REGISTERED 9BVEYOEL 10. THIS DESIGN IS BASED W A SO4 AND FOUNDATION INVESTIGATION. A COPY OF THIS REPORT IS AVAILABLE FOR INSPECTION BY THE CONTRACTORS 11. FREESTANDING CANOPY FURNL94 0 AND INSTALLED BY CANOPY CONTRACTOR UNDER SEPARATE CONTRACT ON FOOTINGS FURNISHED AND INSTALLED BY 0049M CONTRACTOR, 12. AL UTILITY CONNECTIONS FOOTINGS, FOINDATITNS AND SPEO'IED EX70MR FINISHES BY G.C. 1S ODOM CONTRACTOR SHALL RECEIVE. UNLOAD, STORE AND INCRATE ALL EQUIPMENT FURNISHED BY THE OWNER AND SHIPPED TO THE SITE SEE SPECNCAMO S FOR EQUIPMENT FURNISHED BY OWNER. - 14, GENERAL' CONTRACTOR W REFER TO STANDARD DETAILS WMUOED N THE SPECNCA.TNNS FOR NSTALUNG EQUPMENNT. INCLUDING PRODUCT DISPENSERS AND REMOTE READ -WT EQUIPMENT. 15. LANDSCAPING AND NRIGATNN SYSTEM BY GENERAL CONTRACTOR. 16. GENERAL CONTRACTOR TO PROVIDE BARRICADE PROTECTION MATH FLASHING LIGHTS AROUND ALL .CANOPY COLUMN FOOTINGS, TANK EXCAVATIONS AND AL OFFSITE WORK. TAW EXCAVATIONS LEFT OPEN OVERNIGHT MUST BE PROTECTED BY A MNNIM 6' HIGH CHAIN U K PENCE APPROVED BY THE COMPANY. OTHER METHODS OF SECURITY WILL BE ENTERTAINED BUT MUST RE APPROVED BY THE COMPANY. 17. GENERAL CONTRACTOR TO PERFORM GENERAL. YARD AND BU0.NNG CLEAN -UP AT COMPLETION OF WORK. . 16. SEE THE SITE SURVEY FOR SURVEY INFORMATION & LEGAL DESCWTION 19. ALL TOP OF CURB GRADES ARE tY HIGHER THAN FINISH GRADES SHOWN ON DRIVE UNLESS OTHERWISE N01M 20. GI ERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MINMIZNC DEPOSITION OF ONSHE SEDIMENTS (INTO SURROUNOA PUBLIC STREETS WRING CCNSTIRUCTION. 21. GENERAL CONTRACTOR BHALL PROVIDE COMPREHENSIVE TRAFRC CONTROL AN PL WHICH SHALL BE SUBMITTED TO AND APPROVED BY THE CITY PRIOR TO ANY 'WORK N THE PUOUC P.O.W. 22, ALL LAND APING AREAS SHALL BE GRADED TO WITHIN 0.10' MTN COMPANY APPROVED TOP SOIL TO A MINIMUM 6' DEPTH. I I � ; 1 I 1 ; I 1 SECTION A IT i 1 i I I � I i 1 3 1 i 3i 7 1' 1 I 1 28 Y SECTION B I ro� 1 i • i k 1 - I 31 1 I i _ I V' SECTION C 6 • i 1 I I 1 I R ----- ------------- - - - - -- �MV.- SB2595 -- 1 I u t g � I m i 1 E]LLST. EDGE I O 1 �) ASPHALT �t 1 a POW OF KVN#" WEST 32ND RANUE I TM or L o r A TOMB! (RO.W. MUIiE) I ID 7 PAINTED am+s a evrMra aIIOB s"Oi�o EDGE art N>F YRBBI�OE s-T/s' I --- ----- ---12 -- - 2^"-- - -- 2""--- -- -rWV JeF� M- RwBC. -T- Asraw.T -----------------------------------°-------- eq_ _____------ y ------- ____ If _-_ ___- __Iq_ _ ----- _____________________ ______________ W[yT ----- eb - - -- eq - - - -- ------------------------------ 9B:B011 >A TJ9. RlN. S (FOIRO BNB Ila1R `� \` i fl M IIMIEE BOtQ I I II CANC. WALK 1 PETROLEUM . 400 I NP. PaH ay. ►/ D-Or DAN".."'° PW CONCEPTS LLC (770 _0303 UTILITY PLAN APPLEW000 BREAKPLACE 0 1 -70 W. BUSINESS CENTER 32nd Dnd 1 -70 WHEAT RIDGE. CO DIII nW ft LS DOlI: SEAT.. 1997 St Or— - as SeoN: T " -20' 7 OF 7 Ch ICXId' Disk ZPSt UTILITY LEGEND SCHEDULE: __r0 - -_ MANHOLE G RELOCATED 12 WATER Ulg _ _ -__ VALVE - O ABANDON 1Y WATER LINE TO BE REMOVED ___W ___ EASTING WATER LINE - O3 DUSTING. 12 WATER LIE TO REMAIN -W- PROPOSED WAYS LINE O DOSING 8' SANITARY SEWER TO REMAN EXISTING SANITARY SEWER ® EXISTING B- SAMARY SEWER TO BE ABANDON . -SS- PROPOSED SANITARY SEVER O NEW SANBARY SHYER MMM E . _- _STs--_ EATSTNG STORM SEWER O NEW SANBATT SEWER MANHOLE TO BE REMOVED -STS- PROPOSED STORM SEWER - O E%ISRNM GAS UNE TO BE ABANOON Q 2' GAS LINE FROM POW OF SERWCE - - ___ G ___ EXSTING GAS LINE 10 RELOCATED GAS LINE BY PSCO -G- PROPOSED CAS NILE '. it 4 UNDERGROUND CONDUIT FOR TELEPHONE --- UE__- EXISTING UNDERGROUND ELECTRICAL SERVICE. VERIFY POINT OF SERVICE AND CONDUR ENTRANCE REQUIREMENT -UE- 'PROPOSED UNDERGROUND ELECTRICAL 12 RELOCATED UNDERGROUND TELEPHONE ___OE__. EXISTING OVERHEAD ELECTRICAL BY U5. MESf -0E- PROPOSED OVERHEAD ELECTRICAL 13 ABANDON EXSTNG TELEPHONE LINE -- -UT - -- EXISTING UNDERGROUND TELEPHONE 1t COMING POWER POLE BY PSCO 15 RELOCATED POWER POLE BY PSCO -UT- PROPOSED UNDERGROUND TELEPHONE 18 EECTRXAI METER 'C' STORE AND CAR WASH ___ T ___ EXISTING OVERHEAD TELEPHONE DISCONNECT MOUNTED ON TRASH ENCLOSURE PROPOSED MANHOLE Q UNDERGROUND ELECTRCAL TO 'C' STORE 18 UNDERGROUND ELECTRICAL TO Gfl WASH 19 ELECfRMN. SERVICE TO METER DISCONNECTS NOTES @ CANOPY ROOF ORWI CONNECTED P PVC 21 NEW STORM SEWER MANHOLE . /. CON1RACiDR SMALL OBTAW ALL NECESSARY TEMPLATES FROM EOSPMENT SUPPLIERS ANO STUB LIES ACCORDINGLY. NEW /8 -- RCP OUT FALL PIPE 2 SEE SHEETS SM-2 THROUGH SM -3 FOR OTHER PIPING AND - Q NEW 12' ROP STORM SEWER GASOLME DEYALS 0 NEW GTCN BASIN _ 3. CONTRACTOR IS RESPONSIBLE FOR THE FIELD VERIFICATION OF ® TRENCH DRAN ALL U71UTE NER S. YMET SHOWN ON THE PLAN OR NOT. PRIOR TO CONSTRUCTION. REPORT ANY CONFUCTS TO THE ENGINEER. © 1 1/2' COPPED WATER LIE SERVICE 4 CONTACTOR SHALL OBTAO AND PAY FOR ALL TAP FEES © 1 1/2 WATER UNE TO. CAR WASH . REOUIREO. OWNER SHAiI PAY FOR ALL SPECIAL ASSESSMENTS. NEW ♦" SANBARY SEWER UNE S. VIM CLEAN PEA AND TANK EXCAVATIONS SHALL BE TEMAL ED YeTi CLEAN P. GRAVEL OR OTHER APPROVEO gATEPoAL 29 WATER METER - - 8 . ALL Wo AND YATERUWS SHALL CONPO N TO CITY AND ac ® NEW FIRE HYDRANT REGU.ATORY. AGENCY UTILITY CATIONS 31 EXISTING OVERHEAD ELECTiRCAL UNE TO REMAIN 7, RELOCATION OF ALL Un TTES TO CONFORM WIN N REGULATORY Q EXISTING OVERHEAD ELECTRICAL LINE TO BE REMOVED - AGENCY SPECIFICATION. _ S. MINIMUM GRADE FOR SANITARY AND STORM SEWER LINES TO '-- - - BE 1/8 PER FOOT UNLESS OTHERWISE INDICATED. 9. REFER TO PREMANUFACTURED BUILDING PLANS EXACT LOCATION OF ALL UTILITY STUBS. ----- ------------- - - - - -- �MV.- SB2595 -- 1 I u t g � I m i 1 E]LLST. EDGE I O 1 �) ASPHALT �t 1 a POW OF KVN#" WEST 32ND RANUE I TM or L o r A TOMB! (RO.W. MUIiE) I ID 7 PAINTED am+s a evrMra aIIOB s"Oi�o EDGE art N>F YRBBI�OE s-T/s' I --- ----- ---12 -- - 2^"-- - -- 2""--- -- -rWV JeF� M- RwBC. -T- Asraw.T -----------------------------------°-------- eq_ _____------ y ------- ____ If _-_ ___- __Iq_ _ ----- _____________________ ______________ W[yT ----- eb - - -- eq - - - -- ------------------------------ 9B:B011 >A TJ9. RlN. S (FOIRO BNB Ila1R `� \` i fl M IIMIEE BOtQ I I II CANC. WALK 1 PETROLEUM . 400 I NP. PaH ay. ►/ D-Or DAN".."'° PW CONCEPTS LLC (770 _0303 UTILITY PLAN APPLEW000 BREAKPLACE 0 1 -70 W. BUSINESS CENTER 32nd Dnd 1 -70 WHEAT RIDGE. CO DIII nW ft LS DOlI: SEAT.. 1997 St Or— - as SeoN: T " -20' 7 OF 7 Ch ICXId' Disk ZPSt Page 1 of 1 Melissa Mackey From: Felicia Majewski [FMajewski @cox.net] Sent: Friday, May 13, 2011 3:43 PM To: Melissa Mackey Subject: 4750 Kipling, Wheat Ridge, Co and 12851 W 32nd Avenue, Wheat Ridge, Co. Importance: High Good Afternoon, Melissa! As stated to you in my telephone conversation, I am in need of information regarding confirmation of date of construction, copies of any shell permits and Certificate of Occupancy for 4750 Kipling, Wheat Ridge, Co and 12851 W 32 Avenue, Wheat Ridge. If you have this information, can you please either scan or email to me OR fax to 623- 328 -9184. Thanking you in advance for your assistance in this matter. Sincerely, Felicia Majewski Property Solutions 623 - 582 -8318 Fax: 623 - 328 -9184 ni) 04/29/2011 FRI 17:06 FAX Property Solutions INC. Environmental & Engineering Consulting 323 New Albany Road -Moorestown. New Jersey 08057.85&813 -3000 • Fax 856 -813 -1068 April 27, 2011 City of Wheat Ridge Community Development Department 7500 W. 29th Ave. Wheat Ridge, CO 80033 VIA FACSIMILE: (303) 235 -2857 0001 /001 Re: 4750 Kipling & 12851 West 32 Wheat Ridge, Jefferson County, Colorado Property Solutions Inc Project #: 20112126 -2129 Dear Freedom of Information Officer: Property Solutions Inc. is conducting a Phase I Environmental Assessment of the aforementioned property. As part of a property assessment, we wish to determine whether government agencies possess records on the subject property that may include potential environmental concerns. We request information on the following: • Permits, reports, and information for Underground or Aboveground Storage Tanks (UST /AST), oil / water separator or clarifier installation or removal any current or previous building at the property • Permits for flammable materials storage • Permits of asbestos removal • Permits for the Installation or decommissioning of drinking water wells & septic systems • Demolition/renovation permits for the current building of any other prior building on this property • Any known spills, releases, hazardous materials If you have any questions, please call me at 856- 813 -3000 ext 245, or email me at eoordinator@propertysolutionsinaeom. If you have no information on the property, please fill in the box below and fax back to me at 856- 813 -1073. Thank you for your assistance. Sincerely, Property Solutions Inc. ,� Lyla Gray - Etherson, Environmental Coordinator eoordinator@propertysolutionsnto.com 856- 813 -3000 ext 245 No Files for subject property or address Name: Title: Phone: X Signature Date SERVING YOUR NEEDS NATIONWIDE FROM OUR OFFICES IN: PHILA - NY - CHICAGO - LA - DALLAS PORTLAND - ATLANTA • BALTIMORE :...OF WH~QTR ,T City of Wheat Ridge °OLORP~O Commercial Sign PERMIT - 060159 PERMIT NO: 060159 ISSUED: 03/29/2006 JOB ADDRESS: 12851 32ND AV EXPIRES: 09/29/2007 DESCRIPTION: inst. blue banding, graphics, directional signs CONTACTS gc Todd Chrislip The Beam Team owner Conoco Phillips PARCEL INFO ZONE CODE: UA USE: *96 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,200.00 FEES Permit Fee 162.90 Plan Review Fee 105.89 Total Valuation .00 Use Tax 93.60 TOTAL - 362.39 Comments: installation of blue banding on building, on top of badning: 3 ProWash graphics, to be applied directly to blue banding, replacing old directional signs: Enter, Exit, Pricing, and Instructional. 3/2/06 JH: okay for wall signs and directional signage only. Freestanding directional signs cannot be greater than 4 square feet or greater than 7 feet in height. Support structure for freestanding directional signs not counted towards square footage. - KS: Must withstand 110 mph 3 second wind gusts. Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable, ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any vi ion of -stone of the building codes or any other ordinance, law, rule or regulation. All plan review ctl ield inspec as. Signature of Chief Building Off -cal - date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 n n ~N~ n~ O d o n w ~ w N Q ~ Oj N O A D O ~ O ~ n C)<`o o ~ v n T y ~ y N w m T p p m v_ Z cQ }V 3 N CT O N ~ V C\ O C m 3 m J 0 Z 0 O f t J ~ Q a f I x _ i x o ~ m I _ a q E s T > [ I a. v - U If I s 1 ~ i 0 5 t i a c - s:._ A a K +cv N ~ C 30 m . r 9- 3 3 a m C ra:a A ma mot. S: m a~: I ze ~H 0 n 6 ~R n ~ A^ ~ t C ~ C ry,. J q Z a j P o a .m n- ~ u I 1 E [ i i 3 _ r _ ^ 9 p 3 ~ S CERTIFICATE OF OCCUPANCY CITY OF WHEAT RIDGE Issued Without Fee 7500 W. 29th Avenue oate _ September 1, 1998 Wheat Ridge, Colorado 80034 This certificate verlfies that the bullding constructed andlor the use proposed of the bullding andlor premises, under the above permit number and on property described below, does comply with the Wheat Ridge Bullding Code, Zoning and other related land use and development laws of the Cfty of Wheat Rldge, and may be occupied forthe use speclfied. OWNER Petroleum Concepts ADDRESS 12851 W. 32nd Avenue ~ CONTRACTOR Crosslands Consstruction CO PROPERTYADORESS. 12851 WBSt BZfI(I AV21ltiP WhPat Ridop, CO ~ - LEGAL DESCRIPTION: , . . FORTHEPOLLOWINGPURPOSE - COI1V2111211C8 Store/Car Wash/Gas $tdt10Y1 No change shall be made in the use of this building without prior notice and a new CerUficate of Occupancy from the City of Wheat Ridge. Chlef B Zoning W.R.Form&9 FOf M8' OF WHE4TR City of Wheat Ridge °OLoRaCommercial Sign PERMIT - 060638 PERMIT NO: 060638 ISSUED: 07/19/2006 JOB ADDRESS: 12851 32ND AV EXPIRES: 01/19/2008 DESCRIPTION: face change on "monument sign", replacement of others CONTACTS gc 303/375-9933 01-7248 Young Electric Sign Co ownerConoco PARCEL INFO - ZONE CODE: PCD USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ EEE SUMMARY ESTIMATED PROJECT VALUATION: 3,629.00 FEES Permit Fee 126.50 Plan Review Fee 8z.23 Total Valuation .00 TOTAL 208.73 Comments MR: Approved. KS: Must withstand 110 mph 3-second wind gust. Subject to field inspections. I hereby certify that the setback distances proposed by this pexmit application are accurate, and do not violate applicable ordinances, rules or regs of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurement sh wn, and ions made ~ cc urate; that I have read and agree to abide by all conditions printed on thie applicati an hat I sull respS si ~nty for compliance with the wheat Ridge Building Code (I.H.C) and all other applicab Whe Ridge r ces, for/y+~ under this p.exm~t. P),ans sub7ect to field inspection. . Signature date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin9 Codes of wheat Ridge, Colorado or any other applicable ordinances of.the City. - 2. This permit shall erzpire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this pesmit espires, a new permiC may be acquired for a fee of one-half the amount normally required, provided no changes have been oz will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or i£ suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit_ 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Huilding Inspector twenty-four (24) houra in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, an ' of the provisions of the buildiny cu~les or any other ordinance, law, rule or regulation. All nYaxY~ie~ s subject~eld inspections. . offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BEMADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1rC) I'C" .s On of WHEqT . ~ o City of Wheaf Ridge Building Permit Number. ~ ^ Community Developmenf Department Date: ~~CORP~O ~U1LDEVEE PftE.k~~~~~MCA.7Y0N . Property Owner: G'p,U o Co Property Address: (2f5 1 W• Phone: Contractor License No.: 1-1249 Company: Phone:3-375-q93 3 OWNER/CONTRACTOR SIGNATURE OF UNOERSTANDING AND AGREEMENT I BuildinaPepf. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do notviolate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenanfs, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read an ree to abide by all conditions printed on this application and that 1 assu full responsibility for comptiance with the Wheat Ridge Buildjart~Gode (I.B) a all ot rappiicable Wheat Ridge Ordinances, forwork underthjdperq~it. ~an s ject field inspection. (OWNER)(CONTRACTOR):SIGNED \ L !7~ DATE 7 0 flerv IJ Use of Space (description): Siq.tj Z2p~J~-ew,e~T Description of work: Sq. Ft. added IOa 5iD FT 4e55 :OMMENTS: Approval: Zoning: V~ COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: BUII.DING DEPARTMENT USE ONL Roof: Stories: Residential Units: Sq. Ft.: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: ('I) This permitwas issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buiiding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is.not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned tor a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one ('I) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permii. (4) No workof any manner shall be done that wiil change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All pian review is subject to field inspections. Chief Building Official ValuE:$ 3,&2q. Permit Fee:$ Plan Review Fee:$ Use Tax: Total:$ Freestandinq Siqn Calculation Sheet You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. 32^6A'e-Contractor. Co You are allowed 1 freestanding sign for every street right-of-way adjacent to your property. The allowable sign size is related to building size. Step 7: Determine the square footage of the building: Building size (in square feet): 3(a 80 (This will be inserted in the formula below) Step 2: Complete the appropriate allowabie signage formula: If the building is 0-1,500 square feet in size, you are allowed a 35 square foot sign. If the building is 1,501 - 5,000 square feet in size, complete the following: '36 8D _ 1,501 = e~ l?`i = 50= L/ 3.58 + 35 = 78• 58 Buiiding size Ailowed sign size If the building is 5,001 - 50,000 square feet in size, complete the following: ~ - 5,001 = ~ - 500 + 100 Building size Allowed sign size If the building is 50,000 + square feei in size, complete the following: I 50,001 = ~ - 1,000 + 190 - Building size Allowed sign size The " Ilowed sign size" may be placed on each side of the freestanding sign. Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face. Continued on back Wall Siqn Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You wiil also need to create a site plan and a detail sheet of the signage. Project Address: 1a851 ~A)' 3Z"~ A-e-contractor. ~PP_z You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wail(s) where you are attaching the sign: Wall 1-97-4 feet Wall 2- yd feet Wail 3-9*1_ feet Step 2: The length of the wall is the ailowable square footage for the wall sign. Wall 1 allowable signage- c1 a square feet Wall 2 allowable signage- 40 square feet Wall 3 allowabie signage- 9 0'- square feet Site Plan T ~ car 4 M1a~,tACe flsa ~ ~ns ~ 5-roRE 2 A C~iOPy I►rn~c ~ ~ ~Ffis~NS Ca1u i,leT O C;r ,ok r ~ Mp►AC! MeNUw1lw+T -~`~a ~tA~ACr S~sN E~~s„~+3 FACSS U3, ~~NO AQ e Conoco #6552- 12851 W 32nd Ave Existing signs Existing Breakplace signs are4'x 121 or48sqff. New Circle K signs are 45" x 45" or 12 sq ff 15 CpBINEi SI2E ~5" ~ YOUNG ELECTRIC SIGN aesco. COMPANY Uenver Oivision 303375-9933 3170 Joliet Street 303375-9111 iru) Oenvar, CO 80239 www.Yesco.com • • • FRONT VIEW ~ WA.) ILLUMINATEO WALL SIGNS SCALE:1"-1'-0' INSTALL SHIPPED IN DISPLAYS. 45 " CABINET SIZE SIDE VIEW '.!g y.-o Addresa: CONOCON6552 12851 W 32N0 AVE COLOBADO Uesignar. BRIAN LEONAHO Selea: CHUCK HAND Seele:NOTEU Oate: 06122106 Rerisions: CONCEPTUAL VIEW OF SIGNAGE N.T.S. x WOIY OIEBlJ: CONCEPTUAL VIEW OF SIGNAGE N.T.S. ,a* a,-00 FACE NEPLACEMENTS POR EXISTIN6 UIF DISPLAYS SCALE:1'=1'-0' FACESTOTAL ~ t•,-•.._, NOTE: UNLESS OTXERWISE NOTED, ELECTRICAL RUNS OR FlNAL ELECTRICAL HOOKUP CHAHGES ARE NOT INCWDED. ILLUMINATED DISPLI►YS WILL BE WIRED FOA 720 VOLT POWER UNLESS OTNERWISE INDICATED. •w~ax sxm,mws~c.or~enwwart~wc Oxis auwiNe wAs eMim m Mut rou a nsuAMMs OUR MIpPoS1L 1XF GN61NLL NF1S XfllFlI 1RE 18F NOPARY Of YOYII6 HECIPIC SIW COYP.INC. Mq113S10Y TO COPY OR REYISETXISGUWp6CAN WLTBFORMMFUINRYAWRrtiF~ ABR~IE~I WrtN 1FSC0. SHlUTA SAi~ RPRFEfIrt1i1YF 00. CAll1XF1FA9F5TORICFOFYWI6FlEE1NCY1911COMPAW. DESIGN#:06-575 Pspe: OF. ~ ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77513 BUILDING INSPECTION LINE -(303-234-5933) Date : 8/5/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Properly Owner. CONOCO Property Address : 12851 W 32ND AVE Phone : 649-4194 Contractor License No. : 18998 Company : Aspen Sign Co. Phone : 719-391-1924 OW NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $2,500.00 I hereby certify that the setback distances proposed by this permit application are accurate, and P2ffrllt Fe0 : $108.30 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all easurements shown, and allegations Plan Review Fee : $0.00 made are accurate; that I have read and agree to a' e b all conditions printed on this ' US8 T8X : $30.00 the Wheat Ridge Building application, and that I assume full responsibili r com ia Code (U.B.C.) and all other applicable W t Ridge o'. a , o work under this permit. . r~; G' Total : $138.30 T (OWNER)(CONTRACTOR) SIG DAT Z Use GN Description : REPLACE MONU E BUILDING DEPARTMENT USE ONLY Pl00se f`?"'t°~ pwnerlcon risces;:, ' ~ 'nr 'ocatingproperty ~~c am.m.s.n~s~ ding to the lines and co ng iil'; s aLco: A roval : MR PP 8/2I04 approved plan and requi '=`%eVopmznt standards. Zoning : PCD The City is not responsib' i:accurate information d any consttuction ' . submitted wit6in the p o~en"s t r resulGn ftom c information, SIGN SHALL HOLD UP TO 11~ IPI~~'H 3 S~ WIND GUST AND MEET Approval : CR 2002 NEC ART 600 r o Co jnee,~ts~, Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (i) This pertnitwas issued in accordance with the provisions set forfh in yopur application and is subject to ihe laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applirable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days from issue date or (B) the buildin9 authonzed is suspended or abandoned for a period of 120 days. (3) If fhis permit ezpires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcalions and any suspension or abandonment has not exceedetl one (1) year. If changes are made or if suspension or abandonmen( exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of watercausing a drainage problem. (5) Contrac[or shall notifythe Building Inspector hventy-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before proceediing with successive phases of the job. (6) The issuancye ermit o drewings and specifcations shall not be construed to be a permit for, noran approval of, anyviolation of the provisi s' bui ' codes or any o dinance, law, rule or regulation. 4. . Chief Building Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMlENT OF PlANNING AiVQ DEVELOPMENT Building Permit Number : BUILDING iNSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 297H AVENUE WNEAT RIOGE, CO 80215 - Property Owner : pnpe C} Property Address :P, SS'% (,J, 3 a n dOV2- Phone :303 °09- ll~^L/ Contractor License No. : 199gg CompanY : 45pe/7 :515/7 C-Q Phone : *'j6-3 -6 a 4r OWNER/CONTRACTOR SlGNAFURE OF AND AGREEMENT I here6y certiry that the set6ack distances proposed by tfiis peimit appliation are accurate, and do not violate applicable ordinances, ruks ar regulatians of the City ot4Yheat Ridge or wvenants, easements or restrictions o( recor0; that all measurements shown, and alkgations matle are aecuratr, that I have rcad and agree to a6ide by all conditions printed on this . apptication, and that 1 assume full rcspansibil' for complia with Ne Wheat Ridge Building Code (U.B.CJ and all ptAer applinble Wheat~yrpf~3, (or wcrk under this pertnit. (OWNER)(CONTRACTOR) Description : kep%ec` Construciion Value : Permit Fee : Plan Review Fee : Use 7ax : Total : b BUlLDING DEPARTMENT USE ONLY Z6hTfig:CSmIifuff W; ~ ~ SIC : Approvai : ~ Zoning Sull~~ft~§`C~ bri7its8nt3:] ~ d, / Approval: IS~ 5~1J c„/3 l/D MAf~ 3 SCG 9cr50°, ~ Qmi~ c~nc! Approval: '4a(f"/ . J~ . . as Occupancy : Walls : Roof : Stories : Residentiai Units : Eiectrical License No : Plumbing License t1o : Mechanicai License No ; Compaay: Company: Company; Expiration Oate : Expiretion Date : Expiralion Date : Approval: Approval; Approvat: E [PJ3PWR-KQf~ E [Pl3fW.RSQQ{f8tl~I a rJETIMS (1) ' (2) (1) 453 (6) uiea wiln mt wovtstwmi sat rorth in yopx apptiaa«n sne n suqaa lo me uws a uro sma of eoloraao w,a wme zonkg Kwa~k aMutl~oea iCObraOO «any ~ applicable orainar~ ot me ciy. " M daVa hom Iswe Wu «(B) the huiki'p suU+a+xe0 B amxndea w 4t mey Oe aaquhed tor a ke d wne.tytt IM anqunt nonna4y ~vyUreE. provitlcd no dharqea hare been or wdl be maae In IM mC an7l aufpenabn a aOinEOnrtNnt lys tqt a:teeded One (1) Yeu. if Chang[s ara matla or i( wspension w abantlonment lid Lp pai0 fof i Mw petmiL fana tnffi wm Nartpa Ua nawrat now otwaur nu.wng a drainaqe proWem. 0 I~ twmN'four (N) houn in advance {pr aq inspections an0 atWl rece(re written appmval an hapectlon caM 6efore Na U~e OP~ ~+Wa and speo/¢ations shalf nol 0e mns4ued fo be a permi[ fot. nw an approval of, any violal'qn ol the ptovisions ' ofEinanCa,Jaw. tWe or requlallon. uer nuuapirmspector For Mayor THIS PERMIT VALIp ONLY WHEN SIGNED BY THE CH(EF BUfLDING 1NSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRlOR TO INSPEC710N N o cn W 0o ~ 3 P N Ol ~ Q J ~ l S o ~ O p~O 4? (D CL x 0 (D C X OD O S ~ ~ ~ 3 O N p y ~ 0 Q~ 0 = y <Q C ~ C) C) N N CD ~ ~ ~ Q ~ ~ 0 6 ~ ( D ? (D U , W w N ~ p Q O ~ O S ~ V N N fl ~ Q Q Q ~(D N (D FD (D O Q N ~ ~ O N 9 v 0 ~ 3 ~D Q (D 0 ? 0 (D (D e~ p D 2 -1~- v Cf) jo 7'I --I U) D z ~ D ~ ~ OD K 0 z C: K m z ~ U) G) z ~ N O ~ CJI O O Q<~ CD N ~ O Q N i, i~~;- ~ a, ,s Y r.f F~I ii~"+ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9268 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 8/3/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 12851 E 32ND AVE Phone : 584-0669 Contractor License No. : 17884 Company : Adcon Signs - Advertising Concepts, Inc. Phone : 447-8813 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $29,578.00 Permit Fee : $442.25 Plan Review Fee : $0.00 Use Tax : $443.67 Total: $885.92 Use: Description : One 120 sq ft per side monument sign 13' 17 1/2" tall: One 250 sq ft per side free standing sign 50' tall BUILDING DEPARTMENT USE ONLY 9' EMN Approval : SM Zoning : pCD Approval: DM Approval : Occupancy : Walls SIC : Sq. Ft. : Proposed signs comply with the sign requirements established in the PCD To meet NEC article 600 Roof Electrical License No : Company: Plumbing License No : Company : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subect to the laws of the Sta[e of Colorado and to the Zoning Regula[ions and Building Code of Wheat Ridge, Colo2do or any o[her applicable ordinances of ~e City. (2) This permit shall expire if (A) ihe work authorized is not commenced within siaty (60) days from issue da[e or (B) ihe builtling authorized is suspendetl or abandoned for a period of 720 days. (3) IF ihis permit expires, a new permit may be acquired For a fee of one-half ihe amount nortnally re quired, provided no changes have been or will be matle in the onginal plans and specifcations and any suspension or abantlonment has not exceetled one (1) year. If changes are made or if suspension or abantlonment (4) No work of any manner shall be done lliat will change the natural Flow ofwater causing a drainage problem. (5) Coniractor shall noti(y the Building Inspectortwenty-four (24) hours in atlvance for all inspections and shall receive written approval on inspection cartl 6efore proceediing with successive phases of ihejob. (6) The issuance of a pertnit or ihe approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of ihe uiltling codes or any other ortlinance, law, rule or regulalion. - Chief Building Inspector DEpARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WNEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ,qppLICATIo N Property Owner: 7o Wesr BMS~%~~ss 4¢uArX.J 4;L,G, Property Address : 1;k$5'I W. 3~~.1 Ave- Whw+db.a Phone :~30~ 5$K-o669 Contractor License No. : 1'7 484 Company OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat_R:dge or~inance~forwork underthis permit. 11 (OWNER)(CONTR4CTOR) Description : o^~ 1,Ro~ oNe ],So ~ Sa~stri Phone :(36~ ly~7- SS13 Construction Value : Permit Fee : Use Tax: Total : RQ~ S78 44Q, J 443. L %1 Use 3f- 7rz.m t'CA S+,Sv ilw.d -Y Si te -044*VD s,ye fnca sfi~.~;.~ S~Sa -,,co'_a,. ~4 u J BUILDING DEPARTMENT USE ONLY ,l Z111ri , SIC: - Approval :4J7P+, f,u+1Pa bIA Sc~n sC E,,,,i p ~ Zoning : WbolfffflffffM Approval : e•c.t- f.f 4~c f~.-:3+oL, (,Irv Brn ~ Approval: Occupancy : Walls : Roof : Stories : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: 7 'A ' RECEIVED JUL 2 21999 Mechanical License No : Company : Expiration Date : Approval : iZO ~M (1) This pertnitwas issuetl in accordance with the provisions set forth in yopur application and is subject to the laws of the State oF Coloredp and to the Zoning Regulations and Builtling Code of Wneat Ridge, Coloredo or any other applipble ordinances of the Ciry. (2) is permit shall expire if (A) the work authonzed is not commencetl within sixty (60) tlays hom issue tlate or (B) the building authonzed is suspenGed or lbantloned for a period of 120 Cays (3) If this pertnit expires, a new pertnit may be acquired for a(ee of one-half the amount nortnally requiretl, provided no changes have been or will be matle in the onginal plans and specifiwtions and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (i) year, tull tees shall he paid for a new pertnit . (4) No work ot any manner shall be tlone that will change the natu2l Bow of water causing a tlreinage problem. (5) ConUactor shall notify the Buildin9lnspeMOr iwenry-four (24) hours in advance torall inspections and shall receive written approval on inspectlon card before proceetliing wi[h successive phases of Nejob. (6) The issuance of a permit ar the approval of tlrawings and specifica5ons shall not he consWetl to be a pertnit for, nor an approval of, any violation of the provisions of the builtling co,"r any oNer ortlinance, law, rule or regulation Chief 6'-41 /2" 14'-3 ° me-lbh- 1 0 - - V 6'-41/2a DRIVE THRU 1'-~ 6'-41/2" 5d-0 " 1ti u D1F ILLUMINATED FREESTANDING SIGN (250 SQ F7) (ALTERNATE TOP CABINET FOR DESIGN #65770ol CABINET="abc" wide frame (30" wide) w/ "f° retainers w/ purple sk/t border neon on retainer PAINT=Match Vt0510 purple FACE=1/8" Alum w/ inner bracing Paint=Top portion is Vt0510 purple, Bottom is 230-143 poppy red °Good Times"=0pen Face letters w/.063 alum backs & 5" .040 alum returns w/ clear red neon (2li) Paint=MAP white inside R match 230-143 poppy red outside °Drive Thru Burgers"=220-10 white vinyl copy w/ 1/T 6500* white neon 1/T purple neon line above copy 1/T' ciassic red neon line below copy 47jpper"=220-25 sunflower w/ 1/T yeilow neon on top °Logo"=0pen Face w/ .063 alum back & 5".040 alum returns & vinyl graphics Burger & border=22422 black vinyl'on 230-25 sunflower bkgd w/ 1/T yellow neon border &outline on burger Speed marks=painted to match 230-143 poppy red w/ 1/T classic red Mount ail transformers inside cabinet Advertising CancepTs Incoryoratetl 3725 Canal Drive, Fort Coliins, CO 80524 970 484 3637 This dacument conWns copyrighted matenal and trnde secref inforrretion belonging exclusively lo Adcon Signs inc My unauthorized use, disclosure, dissemination or duplication af any of th, information wntairted herein may result in liabiliry underapplicable laws. Design Proposal 11-11-98 Freesfandinp Slpn 70 West Business Canter Wheatridge, CO Drawn by: Neal D. t AccountManager. FredF. ProiectManager. % 18" STD PIPE (UP THRU SIGN) 24" STD PIPF PAINT=TBD Design Number 65770P1 Revisions/ Description Checke0 tr No. 0/a~i-99 R1 AM PI ND 10 min ELEVATIOIV 1 /8"=1'-0" Jf;°°i r1G OFFICIAL ZONIN6 MAp WHEAT 121DGE COL012AD0 MAP APCPTED: June 15, 1994 Last Revision: April 19, 1999 0 AREA REQUIRING 51TE PUN AppROVAL r .i 100-YEAR FLOOD PLAIN ' (ApPROXIMATE LOCATIOM - ZONE 015TRICf BOUNDRY - PARCEL/LOT BOUNORY (UE5IGNATE5 OWNER5HIP) WATER FEA'NRE ; DENOTES MULtIPLE ADDRE55E5 NN ~ ~ o » wa w w .ao ~ x&E P&A2TMi OF R.ANJ6W Al.D DEV9.CPKW - 735-7$52 4~1 m ~ Q WB ~ I ~ ~ ~i~t4 ~I a p ~ ~ -PUZE W ~ a 8~ m a(x ~ p~---~ 8 9/~ o// ♦.A E .j O la? y C k"- p A W -K > 0 Pn Be a~," ~ g m R t d~ MJ O u n{~ ' .~g a ~ U \ O ~ k _ A ~ ~ E L LJ. .b N m ; }a3d @ G 1 p • • • • r o IS ~ P r ~ . 4` 4Ca 43eQ Y~B~.~ Y~9~~ Ytl ~ Y5~^~ . 5..~ m ~ ~ i ; a a ~s e . W cc , a "-~g 4 g ag g p W 3 Z ~ ` - O ~ z _ s " i~ . . g - po rvoOtW.nX[aea.~f]0 ~ ~p G ~ . ~ . . . . . . . ~ l.mnf.nx sre~~ V 1 `n COMBINED PRELIMINARY-FfNAL DEVELOPMENT PLAN SITE PLAN \ \ \ r ~"ra?s~'A,~~ 70 so• HM cp+rae ~ I I I i ~ ~WA"- O"'I 19IV zM I t , . -~s 0 0 o. III I ~u ai 00 .-o 0 '91'? FIETAL Aaa sOFr. ~ ~ a. ~ ,so so.Fr. Ppe FAM Wu ry -sw~ 0,11:1!11~~.~. 13'-71/2° 0'-3 I 1'-2 5/8° 1'-2 5/8E 10-4112" 1'-2 5/8E 3'-0' 12'-0' ~ G ~ TENANTAREA TENANTAREA TENANTAREA TENANTAREA TENANTAREA TENANTAREA TENAPITAREA TENANTAREA TENANTAREA TENANTAREA A White A 230-25 sunflower 0 VT 0510 purple 0 230-143 PoPpY red , a Advertisfng Concepts Incaryorated 3725 Canal Drive, Fort Coilins, CO 80524 970 484 3637 This document contains copyrighted maleriai and Vade secrel informaGon 6elanging eYdusively to Adcon Signs Inc. Any ureuttwrized use, dsciosure, dissemination or duplia6on of any of the information conWrred herein may result in Iiability underappliaWe laws. Design Proposal 11-23-98 Tenant Sipn 70 West Business Center Ft Collins, CO Drawn by: Neal D.1 Account Manager: ; Fred F. Pmject Manager: ELEVATION 1/4"=1'-0° D!F ILLUMINATED MONUMENT SIGN 1/4"=1'-O° CABINET="ABC° LARGE'A° W/'F° RETAINERS PAINT=TBD FACE=WHITE POLYCARBONATE W/VINYL GRAPHICS COLORS & LOGOS TBD ILLUMINATION= 12-F120 T12 CWMO LAMPS 16.8 AMPS @ 120 v. OR 6 AMPS @ 277 v. SET SIGN ON EXISTING 6" PIPE & BRICK BASE CROSS SECTION Design Numbet 6622 Revisions/ Descriptian Checked by No. Date AM PN1 1 ~ a , i ` I s I F N= 1. . 1 ~ ~Or~ , / r ~ 1 /i^ tl ~ . I Z 3 I ~ w M d ~ i F ~ v `'o. ~ f, ~ • ~I6' i~ ol~• ~ i. 0.`1 e ~ I o~i 9s~A e I 1 0 oil ~ ~ 1 ol, NI ~ I H ~ 1~ ~ $ *Im ; 0 Z~n ~O ~ m 0f' 3 1 zr Z~ ~ y ~ I ~ W I I ~ g I I ~ r~ ~ I I 1 .0 06 ~ W.SI, 4AON I I ~ ) I o,~. ~ I I ; I I O~ i O I I i M 1 I I i M ~ I I ~ ~F I I i z'- I I 2s I : I o,. ----po ----~----+--4- r~ I Si i ~ ~ -L33~LS ~ MNN ~ b I (i~ / ( I -M.Lt-1--- i i ~ (s31avn •M•o-d) S-*, rnroa 3Oin83s oc-i 0 , ~ ~ ~ ~ - ~ ~ - ~ s21 ♦ ~ 0 A ~ r~_ y zz c~ JJ JJ ~ l~ Ud J - I ~ ~ ~ ~ , v ~ w ~ ~vt o \~s 3 ~ CL Li ~3 n _ - ~ ~ ~ ~ h M 1- i ~ - " DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Date 8958 5/25/99 Building Permit Number Property Owner : Property Address : Contractor License No. : Company : 12851 W 32ND AVE 18647 Carlton Electric, Inc. Phone : 279-9210 Phone: 722 5472 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT i hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Replace canopy surface, mount lighting fixtures w/flush mount style fixtures Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total $111.25 $0.00 $75.00 $186.25 Use: Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval: (1) This permi[ was issued in accortlance with the provisions setforth in yopur application and is subect to fhe laws oFthe STate of Colorado and to the Zoning Regulatlons and Building Code of Wheat Ridge, Coloretlo or any other applicable orUinances of t~e City. (2) This permit shall ezpire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the builtling au[horized is suspentletl or abandoned for a periotl of 120 days. (3) If ihis permi[ expires, a new permit may be arquired for a fee of onehalf the amount normally required, provided no changes have been or will be made in ihe original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abantlonment ezceetls one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Coniractor shall notify the Building Inspectoriwenty-FOUr (24) hours in advance for all inspeclions and shall receive wriften approval on inspection cartl before proceediing with successive phases of the job. (6) The issuance of a permit orihe approval oFtlrawings and specifications shall not be construed to be a permitfor, nor an approval of, any viola6on oFthe provisions of the building codes or any other ordmance, law, rule or regulaliort . Chie~ Qdi , or DEPARTMENT OF PLANNING AIdD DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Property Owner: Pc_k°l~v"t cL7' Property Address g51 [.J 3aNdAI]U- Contractor License No. : ~ g(p y 7 Company : Building Permit Number : Date : 5 -aS' p9 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING ANO AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violale appiicable ordinances, rules or regulations of the City ot Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by al ditio P~ nted on this application, and that I assume full respo6ifip ~ nce it ~.Wheat Ridge Building Code (U.B.C.) a.nd all other applicabie ~G' Ohea d.or nan r dork under this permit. (OWNER)(CONTRACTOR) Description : Pnone:363-a79- 9a10 Phone : 303 1a3 - 571/2 Construction Value : -r"- ca~_ - Permit Fee : Ptan Review Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY Zonin",Comments SIC : Sq. Ft. : Approval: Zoning : 6u-~ra~ g co_Tm_me-nts~ App: evai : Pdlil~c o_ s. oK~C mmeTits~ Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 3W3 Plumbing License No : Mechanical License No : Company : Cp,l{-a (,r(~,.drc ZNe Company : Company : Expiretion Date: ',vn!6F Expiration Date: Expiration Date: Approval : Approval : Approval : ~ ~Plans _fteq7~1?eTd~J ~ ~PI_a`ns?ReT~QfF€d~q ~ ~?l~S~R€dUt~edm (1) This permit was issued in accordance wilh the provisions set lonh in yo0ur appliption and is subjM lo the laws o( the Stale ot Colorado and lo the 2oning Regulations antl Buildiny Code o1 VJheat Ridge, Coloratlo or any oNer applirable arCinances of the Ciry. (2) This permit s~att expire d(A) the work auNOnzetl is nol commenced within sixy (60) days from issue tlate or (8) ine Ouilding auNOrized Is suspentled or abandoned for a perioE o1120 days. (3) Il ihis pertnit expires, a new pertnM1 maY be acquired for a lee of one-half the amount nortnalty required, provided no changes have been or will be made in the original plans antl specifirations and any suspension or abandonment has not e:cee0ed one (1) year. I( changes are made or if suspension or a0andonment exceeds one (1) year, full fees shall be paitl for a new pertnil (4) Na work o( any manner shall be done ihat will change the nalurel flow of water causing a tlrainage pro0lem. (5) Contractor shall notiy the Building Inspeclor hventy-(our (24) hours in advance lor all inspections and shall receive written approval on inspection card before proceediing with successive phases ol the job. (6) The issuance of a pertnit or ihe approval ol drawings antl speaficaGons shail not Ee construeA to be a permit for, nor an approval a( any violation ol the provisions of the OuilOing codes or any other ordinance, law, rule or regulatioa Chief Building inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 'qn Galloway, Romero & Associates n~~J IU Design Engineering Planning 5350 DTC Parkway Englewood, Colorado 80111 (303) 770-8884 (303) 770.3636 fax r A ' RECEIVED APR2~s 1999 4~ April 26, 1999 Ms. Meredith Reckert City of Wheat Ridge 7500 West 29" Avenue Wheat Ridge, CO 80215 Re: Petroleum Concepts - Conoco Breakplace fN 32OAUenue.&.,1=70"Frontage'Road:' Wheat Ridge, Colorado Dear Meredith: ~ In response to your April 6, 1999 letter I offer the following on behalf of Petroleum Concepts, LLC(PCL): 1. Canopy Liqhts: Since the City has requested a change, PCL has directed the contractor responsible for installing the conditionally approved test lights to remove them and replace them with a flush, flat lens model. We will forward you the schedule for this work once it is available. 2. Sians: The signs on the site are exactly the signs that were shown on the plans approved by the City. They are just normal signs no different than the signage contained on almost every commercial building in Wheat Ridge. The closest any of these signs are to residential properties is at least 250'. It is difficult to comprehend how these signs could be a nuisance for any neighbors especially when evaluated in the site context. There are brick walls, landscape belts and arterial streets intervening between PCL and the nearest residential properties. PCL respecffully declines to comply with the request to limit the hours the signs can be lighted. 3. Site Liqhts: The site lights also are as indicated on the plans approved by the City. The nearest site light to any residentially zoned property is approximately 150'. Intrusion of light at this distance is beyond their capabiliiy. Without clearer direction from the City on this matter it is difficult for PCL to assess, however PCL feels strongly that they are in compliance with their approved plans and applicable City codes. As you know, the approval process for this project was filled with extreme animosity on the part of the neighboring residential properties. Many hours were spent evaluating every aspect of PCL's plan, resulting in a superior development. The continuation of complaints by only a few people needs to be tempered by the City in their evaluation of the issues. PCL is and will continue to be a solid member of Wheat Ridge's business community. Please contact me if you have any questions or comments. Sincerely, Gallowa7om o & Assoc'ates David W. Galloway cc: Dave Geist, PCL Conoco/General/DOCS/Letters/COnocoPCl-tlwg-WM1eat flitlge Break0lace.doc 7500 West 29th Avenue The City of \hR.aat RirlnP ('~l~ra~in Rl1~1 S Wheat Telephone 303/ 235-2846 FAX 303/235-2857 August 6, 1998 David D. Meyers Crosslands Construction Company 4600 S. Ulster Street Suite 1180 Denver, CO 80237 Dear David: Ridge This letter is in response to your request for change in lighting standazds used in the canopy at the propertylocated at 12851 West 32nd Avenue. During the public hearing process for development plan approvai, the applicant's representative gave testimony that canopy lighting for the facility would be recessed. I believe that this public testimony encouraged City Council to approve the proposal despite opposition from the surrounding neighborhood. Upon inspecrion for the request for issuance of the Certificate of Occupancy, it was discovered that the lighting instalied under the canopy is not recessed and has exposed bulbs. As an altemative to replacing all of the fixtures, Staff has agreed to allow you to use light baffles as shown attached in the existing bulbs on a trial basis. Even though the Temporary Certificate of Occupancy has been issued, if complaints are received from either the adj acent residential neighborhood or Wheat Ridge City Council representatives, the existing fixtures may have to be replaced. If you have any questions, feel free to contact me at 235-2848. Sincerely, ~ Meredith Reckert, AICP Senior Planner cc: 12851 W. 32nd Ave. Permit file Galloway, Romero & Assoc. 08/03/98 02:2 5 PAX 818-18804410 VIiN'I'AIRIi CUKP .]un-21-00 03:24A SCOI"TSDALE' DUWNLlGH7 REFLfCTOR AND Tools needed fur Installa#ion: ~A~~ i. LarnU Changaf f Z. Glran Ury qaq 7. c:or,flree tcr =ye Prarec:ion Zoz P.02 1 Jy/ Z5`-~ {1 F. 0rnin : ELECTRICAL SHUCK NAZARD IS P043181E. tnsure chac al! eieccricAi p.trc6nt ia tumec] oft Oelore proteedfpq with thls Instdlldtl0n PrPferrecl installation Methotl !r 8arile rs Cone-Shaped... i Put an the o*/e piptYetion dntl miko aure (hat arty spectalars are a safe dldluricn away. 2. Ooen iixure doar ucinq the houk rnd at the iemp otuv+gar. 3. invert (he lemo chanAer ana nmove the iamp lrom Ua aaaket. a. Cqan the Ismp wrm tMa elean dry cloth and raturn ta Itw ciamp portien el the ahanper. 5. Inatall 1he Caffie pyer the Oaas of IAO l+limu wflA ths Ixrqg Qldmel2tCewn. SIiOp !hv ri1lYCtar down tp rhe ehOWtlOrp! the glaoh pGniQn. S6a fig.1 6 qeinareil the iamp in ira sOalcef intl SeBI ths fqTp hy tightYrvng, than inonening ortd roiiqhteninq tl+a tamp. 7. Pemove IhO lamp ehangU.. 8. InvyR the Iamp chanQer and q1040 Ne, 1tzLUfG Q001 ueln0 II1C MUOk •nC. 7. .napear ebcve steps 'or eaqi, of ihe remaining FIrturoa. !f Baiffe rs t/at.. Plate 6441o down- •ni[n tnelarge gao facinp ynu. Yo1r wll noqca a CeMir he1w, two e1Yt5 nenr r.enter hple. aiTd a Inh antl 5:^•t n@gr cne oulliCe eCga. On an~ :ftlc, tronQ ane adgA neor slil tip wltFihUy. O!1 OIhBr side. GYnd Oppa9i<Q iCQft ~eat c[n01 jli( i_p SIiStL'i .V•"•v 44nC'2b uF aiiS:.qy. Nwnelm•noea pliara Tay be halptUL ,~^,ge Flq. Z, rurn bdtllp qvel SC 'C37 Centl9 af8 '9CIeq 'Nilh tttQ 081n`75 0f yaue Nands lacing up, grM1n Nntll@ qe8r gap un CUn rda etl,a Pcu 'anes ca9zth4r. .+e •har the sirts mesA tagachec by ovnriayppmg edqes ane tuming a cons. hi„e! cdge --1ti :ao nusi ;;verlap ,6-ner ecqr Connnue ;;uning togetner al autoiac edga, ao chat teb meers siot. Anow lat w ~n:art 8iG1, derF.g.S Now Iciiow eleps I th4aUgn 9 ADOVe. Alternate Method ' ~-a a snu~:a ana tSroaer'a~Ca• ar scairuanp nnr. nyq C..'019G~Cn -~Br`.Crm :lte aCpv_ S:~05 vnlhoVj the t15901 SIAmP ehanqar 2 CaUTIpNY1C,, 9;.1'icirnt pM• !Cr rhn ia,r.p ta coof aRer " :urninp oil cr. Cec:nc :o nrevent ri:ms. J ?receed •kun : tnro.,gh g. T.6 (hontl VO 3IlqhdY) ~ FIg.2 0 • •j • Fi .3 ~ w L r'3 •~3 7 r~~yA'`l 9 " . . . . . . _ ..r . e,.~~. ~_J..,. 1.J.iB.;q NUV 19i? _ . ij775.o<01l,0 -zx 7 ~C1HJ .1/MJ JJ!`T/1(.`~ry I O'llllll`..I.rti ME1ViiORANAUM DATE: 8/19/98 1023:5$ AM "PO: Meredith Reckert Vin:Pnx City of Wlientiidge Sending 1 pages includiiag tliis fKOM: David. D. Myers cavcr pagc. RG: 207 Canoco- Wltentrldge Cnitiopy lights Mc. Reckert, na pe[ my teleplinne conversntion with you on 9/19/98. CrosslmiAe Consniictiml Compnny hns inetnlled the LSI lig9it baffles nt the CONOCO cnnopy located ni 12851 West 3211d Ave. Inslallation of the liglrt bat'41es occarred Priday A.M. 8/14/98. 7'Im ineenT of these liaFfle9 is to reducc lhc eide glnre f}oni lhe Scultsdulc Fixturcc, and funncl UiC light downwazd. Ma. Reckert, Civsslxnde aUixeciates tlie City'S p081110R 0.11(I WDIlf 10 COOpBfflCC WIUl F1RY nCOD1Clll8. SI1011I(l y011 Il&VC any lurthcc concerns ur probleme, pleast cuntnet int ua (303) 771-2108 4409 CC: Dave GniWwny (q), GRA i 390d :XtiJ dJ5T96Xtij eo!uoN:QI 6Z:OT 86, 6T/80 6Zt'ON 3-1IJ 7500 West 29th Avenue Wheat Ridge, Colorado 80215 FAX 303/235-2857 Apri16, 1999 Ginnie Hansen Petroleum Concepts, LLC 4600 South Ulster #1180 Denver, Colorado 80237 Dear Ms. Hansen: The City of Wheat Ridge This letter is in regard to lighting on your property located at 12851 West 32"d Avenue in the City of Wheat Ridge. We have received numerous complaints regarding the canopy lights which were not installed by the contractor as originally approved through the public hearing and building permit processes. During the public hearing process for development plan approval, the applicant's representative gave testimony that canopy lighting for the facility would be recessed and therefore, less intrusive to the residential neighborhood to the west and southwest. Staff believes that this public testimony encouraged City Council to approve the proposal despite opposition from the neighborhood. The contractor changed the fixtures from those approved without receiving authorization from the City of Wheat Ridge Planning Division. At the time of issuance of the Certificate of Occupancy, David D. Meyers of Crosslands Construction agreed that if the city allowed the lights to remain as installed on a trial basis, he would replace them with the approved, recessed fixtures if complaints were received from the surrounding low density neighborhood. We continue to receive complaints from the neighborhood and are therefore requesting that the fixtures be replaced as soon as possible: The monument sign and lighted wall signs on the west and south facades of the convenience store have been causing a nuisance for the nearby residential property owners as they remain on through the night. Would it be possible for those signs to be turned off every evening at 9 or 10 p.m.? The 50' high freeway-oriented sign as well as the canopy signs and wall sign on the eastern side of the building would remain lit 24 hours per day providing exposure to traffic on I- 70. The site lighting has also proved to be intrusive to the adjacent residential neighborhoods. We would ask that shields or another acceptable altemative be placed on the fixtures to eliminate as much bleeding and glare as possible. Please contact this department regarding your schedule for correction of these problems. I can be reached at303-235-2848. S'ncerely, Meredith Reckert, AICP Senior Planner cc: Building permit file Code enforcement file Dwaine Richter David D. Meyers- Crosslands Gonstruction Dave Galloway - Galloway, Romero & Assoc. PEIZMITTRACKING FO(ZM ADDRE55 ~ d~~ ~ -SaYlC IQQe-{rl U~ ~L4a CONDITIONS OF DA7E W DATE OUT 9' BUILDING DEPARTMENT Q-Cj--~f S- 1-1?-9'"el ~ ENGINEERING DEPARTMENT q~ll Cile) ~ PLANNING DEPARTMENT a -1 C) -qF? _ ,,9r FIRE DEPARTMENT ❑ CITY ARBORIST ❑ POLICE DEPARTMENT Ja SEWER DISTRICT 'M W M dl4 fXY.~ c~-.~\~ -Ci(b 0 WATER DISTRICT C61Um\\C\1 `~L a - 1 O-CY c ❑ OTHER CERTIFICATE OF OCCUPANGY / CERTIFICATE OF COMPLETION DATE IN DATE OUT ❑ BUILDING PEPARTMENT _ ❑ ENGINEERING DEPARTMEN7 ❑ PLANNIN6 DEPARTMENT ❑ FIRE DEPARTMENT . DATE:"C~RTIF.ICATEpFOCCWPANCY/CERTIFICATEOFCOMPLETION ISSUED - TEMPORARY CERTIFICATE OF OCCUPANCY - DATE IN DATE OUT ❑ BUILDING DEPARTMENT ❑ ENGINEERING DEPARTMEN7 ❑ PLANNING DEPARTMENT ❑ FIRE DEPAR7MENT PLANNING ESCROW ENGINEERING ESCROW DATE TEMPORARY CERTIFICATE OF OCCUPANCY 155UED DATE EXPIRED DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7780 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 9/14/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 12851 W. 32nd Avenue Contractor License No. : Phone: 3032799210 Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable at Ridge ordinances, f work under this permit. (OWNER)(CONTRACTOR) SIGNEDATE-fl__ Description : 2 Cold Air Balloons for grand opening Construction Value : $0.00 Permit Fee : Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Use: BUILDING DEPARTMENT USE ONLY ` ~ WS Approval : SM Zoning : PCD Approval: Approval: Occupancy : Walls SIC : Sq. Ft. : Approved for 15 day period from 10-1-98 to 10-15-98 Roof Electrical License No : Company : Plumbing License No : Company : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance with the provisions setfoAh in yopur appiication and is subjeci to the laws of the State of Colorado and to the Zoning Regulations antl Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within siaTy (60) days from issue tla[e or (B) the builtling authorized is suspentled or abantloned for a period oF 120 days. (3) If this permii ezpires, a new permit may be acquired for a fee of one-half the amount normalry required, pmvided no changes have been orwill be made in the original plans and specifcations and any suspension or abandonment has not exceetled one (t) yeac If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thaiwill change the natural flow of water causing a drainage problem. (5) Contrector shail notify the Builtling Inspectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card heFOre proceediing with successive phases of the job. (6) The issuance of a permit or the approval of tlrewings and specifca[ions shall not be construed to 6e a permitfor, nor an approval of, any violation of the provisions /2,of the building cotles or any other ordinance, law, rule or regulation. Chief Wjilding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 9-10-7998 70:52AM FROM PETROLEUM_CONCEPTS 3037130596 P.2 S,--p-10-98 20:09A DEVREVFAX 303 235 2857 P.01 DEPARTMEN7 OF PLANNlNG AND pEVEi.OPMEt a 1 tsunaing rermar,umoej. INSPECTION OF TWHEAT RII~~ 235-2855 Date : 7500 WES7 29TH AVENUE y1►HEAY R1DGE, CO 80215 PropertyOwner:t'~fEUM 00nCCP5~ ti'e' ~ prnpertynddress:(~f~SI ,Cialcltr-t Phorte: 53 Conlraaor License No. : Phone: Company : OWNEWCONTt3ACTOR SIGNATUR6 OF UNDERSraNDING AP1D AGRE!:MENT ConSuucpon Vafu¢ : Mr p~ia oertlti! OPNkitiM if8 eR ;itilC- PBfTI11tE8C : r CGKM1irtii. 08aQt~lMB q R9wICS10ni Of fOCOR1: NBl 8U IIMft1trlnffm S~. 9nY e1 19aw1- L152 T2%' maae are aeuuete; mat I have read and ag~ee to aetEa Dy sii wnd8ia+a o~~ on et s • , krcamp65nce Mi~+ tlre VYheat 72iQBe 8ur~dirtp a701iwtfon, ane that 1 assXrtn fuB Aesporoi~g Code N.B.C.y aM aa wier sppnnWe WheatRid`pe a.~a,na,nom torwonc wi6er in,i~s F/3emN. TO181: $0.00 (OWNERHCOMPACTOR) SIGH ~ USC : flescriotion : ~ ~t Qic~ ~f ~j~l~~-S ~ Y 61 (aj\a 6 QeN i 6U 1NG DEPARTMEN7 USE ONCY s~.FC.. ~ A z : ~ j s ~ (U s: ~ no-mzgmmlm approvel: Approval : pccupancy : WdIEs : Roof itortes : R¢sidential Units : EteUiiCal ucenue Nn : Plumbtmg license No : Mechanieal license No : Company : Campany : ComPanY : Expiration Dale : ExDiration Date : ExPiraeon Oale : Approval: Appcoval: Approval: {f) 7fusoerall.wsmueamxmwoawtnm.pvara~fsKminbyop.aao9V.son.~ar~ mv~e+sr~ee11heSbAee1 edenaomamo~eEaNiq an08~DCodeotwnu{CObraaoa+nYeth~appoio~ea~i ronedtlihtdy. ~ ~u+uapranWa+e++at rnmmnrrc~rea..~~vvu.u.~rtau~c<zrm+~k.m awavtelanaaaho•moluens,spenaeaa ahv,aeiwa tora OQ~ N ~10 (y) p~oft ~~~+~mWrtMhe~+ccenln~qdnfw alt6nag affiNeriroeMeeia~wfIl~LuquMeaw~aiftwpenebn>~~ eYeeees ane ftl t*r.tw rees wa e~ P~ ^M v~ (q NeWrt[Oinrypq+onNfNrblOOeNtlWWMNfKaAQNqRi~AOrOfwN[lfeuahq (SJ ConvaqasMeilo9N9r8uW10~NaS~1a000eme~rbb.m~9"~ fbinanNsavawelorauir:O~erAS~a'GiauiwweienWpOVYOnNiO~^me9e~av orNeyRO~a~." ow svedkatiem sroawwmsweaausowm ar.noran oppmw of.mrywwdena+neomw"os ~e} ~ium~u~e■aviccassw . MuieWaWiOmasaMMod M adnowL W"deanpWtim. Chiei Buitd'mg Inspector F, ~r Mayor THIS PERMIT VAL1D CAU ~933 24 HOURS PRIC'~ TO~lNSPECTION ~CTOR AND MAYOR 9-10-1998 70:53AM FROM PETROLEUM_CONCEPTS 3037139596 P.3 i . . . ''~•~a+,,:sr<y,>:.:.~: . . . . . . . ~ ~ ~ bMW ~'IAQT ~ ~ I I I ,sa A D ~ . ~ I ~ • - S D 1'. T~ i~w M~LST ~ ffi ~ 1 . I II . ~ i . , ~ ~ 0 ~6 er ~ The City of 7500 WEST 29TH AVENUE ~h e at WHEAT RIDGE. CO 8021 5-67 7 3 (303) 234-5900 Ciry Atlmin. Faz # 234-5924 Police Dept. Fax z 235-2949 q~Zi dge DATE: C/1 - 3 -9 'k TO: ACCOUNTING DEPARTMENT FROM: DIRECTOR OF PLANNING & DEVELOPMENT SUBJECT: ESCROW REFUND Reimbursement is requested for escrowI Ffunds being held for~ pQ~'1 /a p ~ 3~ncl /Q Lc-2_ ~GZU~~`Y! lC<-/J c7J`J / U The landscaping has been completed to the City's satisfaction. RELEASE TO: ~'(~SSLl4/~-lO5 a0"Sr~ uGT-16k1 CD. 4~00 ULs~--~ ~~~r, i~~o , CO ~Da37 AMOUNT: ~5, oa~, o0 ~ Alan White, Director of Planning & Development > RLCYCLED P/PER Crosslands Construction Date: September 1, 1998 Will be in this p.m. to pick up Final Certificate of Occupancy A Certiricate of Occupancy or Completion has been requested for: ADDRESS: 12851.W. 32nd Avenue Purpose of Structure: New conoco stat;on / car wash Building Department Approval: Remazks: ~ Zoning Approval: G Remazks: ~ Public Works Approvai: C ~ C . U• 9- i -g$ 3 ~ ~a r Remazksl(v ) ow lI GT'svJ ~ ~'c f'4 1-~T\~n Fire Marshall Approval: (If Applicable) `aGa^'l~~t"lia+~i 4 ~ KIrimr.r, Re marks: ~ Date• , A Certificate of OccupancV or Completion has en requested for: ADDRESS: l ~hS'f LcJ . ~?n d Purpose of e4noC.n N-0 Building Department Approval: Remazks: Zoning Remazks: Public Works Approval: Remazks - DEPOSIT TICKET ' =CASM~ CITY OF WHEAT RIDGE PUBLIC WORKS ESCROW ACCOUNT e2-167n070 7500 W. 29TH AVE. ( ~ ~ L4KEWOOD, CO 8021 5-67 7 3 ~.i/'~^"v I : DATE OEPOSITS MAY NOT BE AVAILABLE FOR IMMEOIATE WITHDRAWAL . ioaroru TMusm - SIGN MEPE FON CASN AECEIVEY I1F FEONpEO~ • SUBTOTAL )F vo xw. LESS CASH ~ ~ :ry ce,rcoea~ ' E'i AEGENEO o I~eilun x».saoe ~x 1: 10 700 16 7 21: 23 14499B67"' SDUU,Uo '~'-Ooo.ao z9 0 o o.oa z ~ 1"1 ~ ~ ~ V rA W y b O p Y . N Q ~ o°` -o • ~ ~v ~ ~ y o -o x ° 3 Q w a~ o i a ° ~ rcqi a'di 0 N cz o 71~ N ~ ~ ~ C y 7 b a' b o O^~ ~ pp O i ~ o U x y {i.y.; N ,F+ n i y ~ ~ ~~y y VI C6 ~ y ~y > 00 O1 p ~ kn o bv9 0 0 > 3 ~ CIS ~ m ' ~ ~ ~ O ^ fl c ~ y . W .C + ' • O C o a~ ~ o ~ cyC ~ ~ a a N 'Y Q a ~ U O N w C. V 03 N O L4 o N O W Y~+C~. 'O u O -d E • U „ , ° ~ Y 3 . ~ Y ~ Y W > C<S V1 Y Vl r~ 'd ~ O C. (C Y y,a ~ to ca ~o. ~c • °4-+ ~ w ~ U ~ ~i ~ ~ Y ~ ~ . T {--I C C VI LZ y ~ a to ° CZS ~ 41- U F" c ° o ti a C~ F , .o n ~ ~ ~ 0 ~ ~ ~ a ~ ~ ~ Ca i'. ~ ~ C'. ~ 4-~ O 0 U ir Q w ti O ~ ~ N ~ z ~ 0 a N ~ b ~ ~ 0 ~ ~ ~ ~ 7 N e ~ s. O U ~ 0 ` ~ ~ .n b O N ~ ~ ~ O .fl ~ ~J ~ v y X 0 X ~ 0 ~ . ~ 3r ~ C! ~ Y ~ h w T ~O + • y ~ U yy N O ~ N o U Q W ~ Y ~n U o 0 ~ o cc c° El ~ Q ~ U E" U ~ m w a v L vi N W W O W O ❑ O M a~ N ~--I a E 0 U G 0 ~ ~ U z ~ * U ~U ~ O c4 r (Yi O O rl W h•` ' W U E l ~r~ 1"C"1 HL C~ ~ W U .9 W a, 0~ ti ~ t~ N 7 ~ C a 0 W ~ ~ omg Q m ° F > m Q < `o W t o = rn U 3~m 3 °o v OS¢ ~ ^ 0 V 3 m m LL ~ 0 3 m 0 N `ot`o p a^ N a3m c ~ •t7 a a~ p 'E° rNi aom m ~ 3 m- ~ o~~ ~ m E 00 q3a am0 ti oai ama tn yao w ~ L~ y 0 0~9 c oc o~ 0 m n m a VA U ~ 0 m a ~D N 0 C m C 0 r y U m O ~ a m MEc~ 'B,m- - CM2 aEay N =nN' Pa ~ j'o0 U ° a G Ua r mmw~ f y C A y ~ E 6 m ~ m m ~ mcdai o U M o d }.I = a y~ IE V Vl~'M a N N L m L L f- a3 3 ¢ W Z 0 2 O U ¢ Z U Al Z W ~ ¢ a 0 0 Q Q U ~ w Q o W J O (7 ¢ w a ~ G > 0 U w N a ¢ ~ a ~ Z 3 O J O w x H ¢ O 3 m °c ~ m 0 c 0 n 'o L 3 m C 9 a ¢ ~ m a m y3 t `o O T m U ~ m m r ~ c o ~ T ~ U E `m m a a ~ 0 0 U t O h o m N {p U L w U « Z U `o a c ~ v m m U `o m N E Q O O~ N c ~ N li ~ E 0 c 3 8789-86H uaewnN iiweaa The City of 7500 WEST 29TH AVENUE ~h e at WHEAT RIDGE, CO 80215-6713 (303) 234-5900 City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 `;Ridge July 31, 1998 Mr. David Myers Crosslands Construction Company 4600 Ulster Street, Suite 1180 Denver, Colorado 80237 Re: Petroleum Concepts at I-70 Business Center, I-70 Frontage Road West & West 32" Avenue- Escrow for Completion of Traffic Striping /~~Jr ~ ~ 3 anCJ ,/f / Dear Mr. Myers, This letter is to confirm that the City has received check number 010949 in the amount of $6,000.00 to serve as escrow for the completion of the permanent traffic striping improvements for the above referenced project. Please have said improvements completed to the satisfaction of the City of Wheat Ridge within thirty (30) days from the date of this letter to avoid further action the City will take in order to resolve this issue. If ou h e any questions, please do not hesitate to contact me at 235-2868. Si c ely, Gre Knso Development Review Engineer cc: Dave Kotecki, Sr. Project Engineer Steve Nguyen, Traffic Engineer Dazin Morgan, Codes Administrator Meredith Reckert, Sr. Planner File RECVCLED PAPER ,i ~ ~ m > ( y v o3o~ 3~t nm T? 2. ~ ~'g V~ O w~ p e~ ~ fl l G ~ 3 mfi ~m 853 m c"' ~l ~ 0 m 3 e n o ~ O o y t m ~ $ ~ A~.^m gvc m m ~ a~ ' 21 $ m D m mg ~ . 3 o O m ~ T 7J " x ~ o m " m' o m m<` ~s ~ m a»o P~ v.' - o w 3. ~ ~ m N ~ Z y ~ oo m m S o° a m ~ g m ~ g; ~ C) U ~ c c o 'm m 0 ? o 0 0 0 < o-~ m aS~c Hd m o mo3 ~H' 0 < g y o 3 m o r~n c U -n . 0 > a s» ~oo o ' c ~ c 2 D a~ ~ ~0 8 mn O 3 ~ m~a~ o ~ 3 a ~ m o, V ~ ~ yp c 0 y - ' g" m nr° 1- H H 1 n 3 ITiZ ~ m o~v a m e r~n m 0 ~ q ~ N 7 0 ~ nm m z m m ~ s ~ H ~ ~ -l . ? m K o m 03'^ a w~ 3 ~ ~ Si ~ m c ~ X ` ND a --'mm ~ i ~m ~m ~ f n o 7 p D ! 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N n F-' 0 r rr N ct '~7 ~t rr , n m ct rr N N N :5 n rr N- ~3' V, w t~ m ~J ~3 p n o rr "G Ctl x[rJ ~ . ~ ~ ~ (D (D r ct N~ m ry~ p" O A~ n `G n~' (D rr 0 H m N ~ t' rn O o r- ct ' P~ 8 lD H O ' [~i N c ] (D Eg P' RJ ~i f-, N @ N$1) F' (D 77 '.7 C (D ' P' "G f1' R7 F--' fD L'~ Y- H it7 W CT . Y (D N- N f . H_ 0 (D Ul U] V] b7 ~3' tt c"r m r- rn o rr CY m G rn m a O ct o Fl O ~j (D p" x N- (D SC rt R7 (D cn n o ~r H LTJ :Di ct m E tY r- (D O 'O rn b' ~'d c~r rn p' N ~ W cD ri cr H iL tD • (D (D r- n ri rn ri N H f) . ~ O m N N N ct O N- O cD O 0 D N- (D O O w ( N'LS H m 0 ~j c* m cD c] O tY O ' 0 cD O. F CrJ ~D x F-I ct R R m X ~ P. r i y ~ ~ ~ n 0 ~ m £ ~ r-0 n r'v m ~ c- i~ ~ m to O m O~~ ~ H O O 0 ~ . ~ r ct l7 c C ~ ' ' h • n£ tY ri ~ n7 ry ~ iu • (D p, • rr r• G N N O ~ O N- fD N- ] • ~ r h N- m ri ~i rr C r- rn O r* ' Nti O N ~g 0 cD H n ` p ~ r, co O O O p Zp- W n p ~ rm ~ ~ ~ Hm C W xx . S]. Z5 . t:5 0 ~ H N N tD ~ ~ ~ ~ N G H L~] ~ rn ~ °z t7 H H H °z rn ~ H ~ [n r-i y C C LTJ [~J H • • C7 H H ~ G O mLQ C)~n r• H c-r y ~a o~H rn io N to rr m i r- m ~ N N i ~ x b7 b7 H N LETfER OF TRANSMITfAL DATE Y}~~~g,'f jq • C O v f{ p. v(1- 1 U n c J'n p A A y 14600 5. WtER, SULtE 1130 DENVER, CO 80237 Pl-FO 303/771 a 108 FAX 3031771-926u TO: WE ARE SENDING YOU: ❑ HEREWITH ❑ DELIVERED BY HAND ❑ VIA PROJECT / tv LOCATION ~I ATfENTION rC/-kt~--e-.... RE: ❑ OVERNIGHT THE FOLIOWING ITEMS: ❑ PRINTS ❑ MYLARS ❑ PHOTOCOPIES ❑ COPY OF LETfER ❑ SPECIFICATIONS F-I I COPIES I DATE OR NO. I DESCRIPTION I THESE ARE TRANSMITfED AS INDICATED BELOW ❑ FOR YOUR USE ❑ APPROVED AS NOIED ❑ AS REQUESTED ❑ FOR REVIEW AND COMMEM ❑ FOR APPROVAL ❑ RETURNED FOR CORRECTIONS ❑ REMARKS: COPIES TO: SIGNED: -_3`7-) 9~, Z S 9~'. 9~~ 0 10 20 ~ , ~ ~ I-741N1'ERSTATE OFF~-RAMP _ 6,q, ~ S~ SCALE: 1 =20 ~ ,p c'p, c'~. 6 9~. ` ~ 9~' 6 9 ~s s~~ i 6. gs' 1 0 6 8 ~ s~ ~ ~2 ~ A~. 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G6 tZ~ ' ~r I 25 - ~ ~ i ~ ' ~ 24 ~ ~ ~ \ ~ n < < . I ~ ~ ~8 8 F8`~ W 6~', ~ 1 ~ ~'L ~ 1 ~ ~ ~ ~ i ~ c~1. _ ~ I 1 _ - ~ - / Z 0~ _ _ ~ ~ ~ I i ~ / s~. ~ . 9~ ~j ~ .~_ea ~ - ~ - ~ I ~ i 9 s s( ~ _ r , _ ~ • _ ~ ~ ~ Z c` i ~ ~ N ~ - ~ ~ ~ / , ~ ~ i ~s . ~ ~ ~ L~ ~ o / i Z 1 - i , C~I ~ ~ 29 M ~ - / ~ ~ ~ 9• - - ~ - ' ' Q~ , ~ r-'_". / 28 ~j 6l. ~ s . . ~ ~ ~ ~ ~ ~ . W ~c' ~ 9t 9• ~ I ~ ~ ~ ~9 3 i Z~, ~ Zs ~~s I ~ ~ ~ ~ 27 ~ ~ I . ~ I ~ ~ I ~V ~ t~i` ~ ~ ~ ~ ~ ~ j = , k~ i ~ ~ 1 ~I ' 2B _ _ \ ~ ~ ! ~ 1 ~ s ~ \ W - -tr~ ~ 8 . ~ B . \ I ~ ~ ~ 1 ~ ~ ~ S1S~ ~ ~ ~ ~ 30 ~s' 6 ~ 99 ~ ~ X \ ~ I~ ~ \ \ ~ ~ \ ~ gZ ~ c' ♦ ~ y~~ - - - c' ~ I 1 ~ I ~ \ ~ ` ~ ~ I ~ 6 ~ ~S W I ~ ~ ~ Z. ~ I ~ ~ ~ I ~ ~ ~ ~ \ ~ 0 ` ~ ~i ~ ~ r~ I 1 ~ ~ , ~ . i M I oWwV I ~ ~ ~ i 1:~ I \ vZO ~ ~ I 1 ~ i c'~. ~~c'e 1~ I \ zw~ ~ ~ I 6~ ~ ~ f~, 22 ~ ~ \ o W ~ ~ I ~ g. t ~ ~~`e \ \ 23 ~ 1 ~ v > ~ ~ d s~ • i ~ ~ ~ , ~ p \ ~ r ~ 24 ~ ) ~ \ (~~1 > > ` ~ ~ ' i ~ I \ i(~ 1 f ~ ~ • • ~`i • 91 i , J TA 1 +00 TO 2+73. PI.A~1. S . _ _ _ _ _ _ _ SCALE: i "=20' HORI~ONTAI ! L ~ _ ---f~ - - - ~ 1 --f~i -----f'+t ~ ~ _ 26 + _ I _ - _ - ~ - I l ~ ~ - _ 25 - ~ - 26 26 - ; , . - ~ ~ _ / 24 _ _ _ ~ , 25 5 2 - ~ ~ - - -EXIST1NG CL ~ - PROFIIE - . ` - ~ _ _ _ ~ _ - 1 - ~ 23 - ~ - 24 ~ • 24 _ . _ - - ~E , - - . - , _ = } - ' CENTER LINE OF _ . SCA' . ~ '--EQUESTRIAN PATH- - ` _ r~ 23 . - 23 - • ~ . ~ ~ - - - ~ _ _ - Q ~ ~ ~ - . 22 ~ ~ - - m 26 . ; 22 ~ _ ~ - ~ o - - . ~ N - f ~ Ol n O - ~ L N ~ , 2+50 2+73.91 3+03.79 2 ~ ~ 1 +50 ~ 2-F00 ~ 1 ~"OO MEET EXISTING ~ ~ ' 1 ~00 TO 2~73.91 sio~w~K PROFILE. STA ELEVA710N - ~ 3 f SCALES: 1"=20~ HORIZONTAL, 1=1 VERIICAL m a - a . 2 p' IYD I a in EQUESTRIAN PATH SIGN TO BE INSTAILED - RY f:FNFRAI co~TRACTOR, ~ w. ~ MAINTENANCE TO 8E 9Y C11Y OF - ~ WHEAT RIDGE - H 23 3 EQUESTRIAN PATH / ~ V 2 ~ Q F' PLAN PROFILE ; Lr) Z O s U ~ S~ ~ a N O U J O Q H W a ~ . : u ~ JUL-30-98 THU 15:14 P O1/03 ~ Gallowav, Romsro & Associates Design Engineering Planning 5350 DTC Parkway Zn~ /7 VG Englewood, Coloredo 80111 (303) 770-8884 - (303) 77"636 FAX FAX TRANSMITTAL 70, .~ft~fc-p'; Y✓29'{~c~.eo FAX~pNUMBER: COMPANY: nfcO-eS C{TY & STATE: FROM: L<a 1 P.IA Ic3 &A3 7&Y"L DATE: PROJECT: P, C L -7 ` g 3 2 ~`e RE DESCRIPTION OF CON7ENTS: NUMBER OF PAGES INCLUDING TRANSMI'RAL LETTER 2- COMMENTS: JUL-30-98 THU 15;14 P. 02/03 ~ Galioway, Romero & Associates Design EnBineerinq Planning 5350 DTC Parkway Englawood, Coloredo 807 71 (303) 770-8884 (303) 770-3636fax July 29,1998 City of Wheat Ridge 7500 W. 29'h Avenue Wheat Ridge, CO 80215 Atm: Greg Knudson, Development Review Engineer RE: Petroleum Concepts at Wheat Ridge 1-70 Service Road West and 32nd Avenue Storm Drainage Improvements Deaz Mr. Knudson: This letter is submitted to meet the requirements of the Storm Drainage Improvements. Based upon our observarions the storm drainage system has been instatied in accordaxice with the approved construction documents. The construction plans were based upon the approved Drainage lteport for 70 West Business Center, Dated May 1984 and ats intended concepts. Should you have any questions please call me. Sincerely, ~po FtE Galloway, Romero & Associates ~ D~ p.• ~ so2= Aavid L. Jones 1\GRASRVR\CLIEN7S\PETROLCO\2P5'i \DQCS\LETTEAS\ZP57-Ijtrdreinageinstallltr.doC JUL-30-98 THU 15;14 ~ Galloway, Romero & Associates Design Engineering Planning 5350 DTC Parkway Englewootl, Colorado 80111 t3031 770-8884 f3031 770-3636tax 7uly 30,1948 City of Wheat Ridge 7500 W. 29°i Avenue Wheat Ridge, CO 80215 Attn: Darren Morgan RE: Petroleum Concepts at Wheat Ridge I-70 Service Aoad Wesl and 32nd Avenue ILC Survey Dear Mr. Morgan: P. 03/03 This letter is submitted to inform you that the plan which will meet the new requirements for an TLC survey will be submitted to your office in two weeks or less. Please find attached a copy of the drainage letter sent to Mr. Greg Knudson in the planning department concerning this praject. Should you have any questions please ca11 me. Sincerely, Gallo , omero associates / owe2. Bender F:\PE7AOLCO1ZP57 \DOCS\LET7fRS1ZP5 7 -Ijb-ileltr.doc BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at / '7-6'-~5 I 4v L-' 1 have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date ~ ~ ~ ~ Ins or for Building Dept. DO NOT REMOVE THIS TAG FOFiM WRE22 SUL.31.1998 9:36RM KUMpR&A550C N0,551 P.Z 2390 S: Lipan St. Denvar, CO 80223 rt~ ~ ~ (303) 742-9700 :d\, Fax 742-9666 Yiamar & Associ,ates, Inc. E•biail: komar@6euge.com ~ www,hange.oom/-kumsr Georeclwicat dt LnvitDnmtntal $74g1eeers Brench Office -Colorado Springs, CO July 31, 1998 Mr. ❑avi.tl Meyers Crnaslands Construotion Gompany 4600 S. Uister #1180 Denver, Colorada 80237 Sranch Office -Pc. Colllns, CO Subject: Letcer of Cnmpletion, Fountlatian Gonstruction, tCoc~oco; StoreiCarWash;-W.'° 32nd Avenue ;and I 7yVheat Ridge, Colorado Project Np, 98-1-253 Gentlemen: Kumar & Aasaciatgs, .Inc., has conducted part-time construction ohservation and testing services during foundetinn construction and eonerete aonstruction at the subject site. Beginning on April 27, 1888 Kumar & Associetes, lna, provided observation af the footirig excavations and fiil placement. Results af our observations srr, presented in Daily Reports i through 11 previously provided to you. Based on our observFations et the subjeet site, the footing foundatlan system has baen constructed in substantial comp!iance with Yhe projeet plans and speaifications, Kumar & Associates, fnc., conduated part-tlme concrete testing at tha subject siSe between April 28, 1998 and June 18, 1998 for cancrete used in constructlan af faoting pads. The concrete wes sampled in the field and tested for slump and air content where applicable. In eddition, compressive strength test spe.aimens were fabricated and later transported to our office for furYher testing. Based on the concrete tesz rasults obtained, it appears that *.he soncrete placed is in substantial compliance with the project specificatians. Observation of the reinforcing steel placed was documented in a reports 1 through 7 and previously provided to you. If there are questions conaerming the observation and testing servicee provided to dete, pleese do not hesitate to contact aur ofiice. Sincerely, KUMAR & ASSOCIATES, INC. By ~I Scott . Haugard d.Froject Supsrvisor SBW/djb Rev.By: NK Enclo,sures cc: Flle, Book Reviewed 8y: Marcus J. Pardi, P.E. _ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 ' CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 7552 7/31/98 Property Owner : Property Address: 12851 W.32nd Avenue Contractor License No. : 19642 Company : United Monitoring Corp/United Sec. Sys. Phone: Phone: 7787000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Installation of fire alarm system Construction Value : $5,950.00 Permit Fee : $93.00 Pian Review Fee : $0.00 Use Taz : $89.25 Total: $182.25 Use: Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval : .(1) This permit was issuetl in accordance with fhe provisions set forth in yopur application and is subject to ihe laws of the State of Coloredo and to the Zoning Regulalions and Building Code of Wheat Ridge, Coloredo or any oiher applirable ordinances of the Ciry. (2) This permit shall expire if (A) the work auihonzed is not commenced wifhin sixry (60) days from issue tlate or (B) the building authorizetl is suspended or abandoned for a periotl of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be matle in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem. (5) Coniractor shall notify the Building Inspectortwenry-four (24) hours in advance for all inspecUOns and shall receive written approval on inspection cartl before proceediing wiih successive phases of [hejob. (6) The issuance of a permit or the approval of drawings antl specifications shall not 6e construed to be a pertnit for, nor an approval of, any violation of the provisions of the building codes or any other ortlinance, law, rule or regulation. ~.lA// ~ Chief Buildin Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7131 /5p,3' 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: oc ~ Property Address : /a gs' Phone : Contractor License No. q 6 yA, Company :(,i,~ i rc o S£ ~ S y5>£~ S Phone : 77 g,_7 oa o OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certihr lhat the setback distances proposed by this permd application are accurate, and do not violate appliwble ordinances; rules or regulations of the City of Wheat Ridge or - covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this appliwtion, and that 1 assume tull responsibility for compliance wdh the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED / • DATE 3/'/~F Description : Approval : Zoning : Approvai: BUILDING DEPARTMENT USE ONLY Construction Value . S"9'So- Permit Fee : C13.0v Use Tax : Totai : $0.00 Use: SIC : Sq. Ft. : utt51 mSt7Z!~?;7 Approval: Occupancy : Walis Roof : " Stories Residential Units : Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (i) This pertnit was Issued in accoidance vrith the provisions 5el toM in yopur applicaM1On antl Is su6jea to the laws ol the SUIe ol Cob'ada and lo the Zoning Regulations arW Buildiny CoOe ot Wheat Ridye, Coloradoor any oNer aDGlicable oNinances ol the Ciry. (2) This pertnit shall expire R(A) the vrork avUwnzed is iwt commenceE wiNin sixty (60) days (rom luue Eate a(8) the buildinp authorized is suspentled wa6anGOne0/or a periaC o(120 days. (3) If Nis pertrvl expires, a new pemut may be acquired (w a fee of onNUlf Ne amounl nofmalty required, provi0e0 no changes have been w will be made in the original plans aM spedficatians aM eny suspension a abanGOnment has not ezceeded one (1) yeac II chaiges are matle a if suspension w aOarMOnment exceeds one (7) year, full tees shall be paid lor a new pefmiL (4) No work of any manner shall be done ihat will Uunge the naWral flow of waler wusinq a dainage problem. (5) Contrada shail iwGy the euiitling inspector lwenty-four (24) hours in advance lor all inspecfions anC shall receive written approral on Inspection aM before praee0iing wRh Suaessive Phases of NeI'ob. ' (6) The issuance ol a pertnil w ihe appraval of Crawings and spedfiw6ons shall rwt Oe consWed lo be a permil fw, rror an approval ol, any violaUon ol the provislons . of the buildinq codes a any other ordinance, law, mle w repulaUOn. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION LETfER OF TRANSMITfAL C U N( i¢. vC 7 i J\ ( J ru p A n• Y u600 S. UI..STER, SUITE 1180 AENVER, CO 80a37 P}f0 303/771-a10$ FAX 303J771-9:264 TO: ~R~~, •1`~~'Ltn~ ~ / DATE ~ h g ' I -I ~ PROJECT ~ I (,j LOCATION CV-tCa Ia Y5-1 `W , AITENTION RE: WE ARE SENDING YOU: )(HEREWITH ❑ DELIVERED BY HAND ❑ OVERNIGHT ❑ VIA THE FOLLOWING ITEMS: ❑ PRIMS ❑ MYLARS ❑ PHOTOCOPIES ❑ COPY OF LETfER ❑ SPECIFICATIONS ❑ I COPIES I DATE OR NO. I DESCRIPTION I THESE ARE TRANSMITfED AS INDICATED BELOW /FOR YOUR USE ❑ APPROVED AS NOTED REMARKS: ❑ FOR APPROVAL ❑ AS REQUESTED /FOR REVIEW AND COMMEM ❑ RETURNED FOR CORRECTIONS ❑ COPIES TO: SIGNED. l~ ~,t ~ I ~ ~ ~ ~ I ~ 1 ! i , I 1 ~ 1 I ~ ~ i ;~n ✓ . . . ~a~ry;~~ ~ 1e. ~ I 'i ` F i s` r ~ ~JQ ~ . . i,r' ~ i ~ ~ t r ~ r ~ ~ . . . . ~ l ry pry ~ . 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DESIGN~13 ~!1'; pATE: ~ Cf'1 . . . d ~ ~-trb-98 FlEID f~(1K Mp ` t~RA1tlN BY: JfJP . ~ ~ ~ ¢a } . ~ t--t ~ ~ ~ Cf1 . . ~ . FSCA f3 9Y:FS SUR4EY Nt3.g8~7-GR .E: &**a" ~ y' ?~~VI~e Cwvwy ORAWfR N(1. t:' C~ r ~ . . 14426 Efrst Evons Aranue, Suite 150 185-4'H KORZ: 7"-20' Auraro, Golurada 80914 SHEET NO, Rhcme: (303) 337-1393 Fax, (303) 337-7481 C~-.. . . ~C . . . . ~ . y; ' snqin"rs-sur"idyprs k t?F I . tt+' . ~ . . . . ~ . . . , ~ ~ ~ ~ . . . _ . . . . . . . a~.,,.. ~ . . . . . . . . ~ . . . . . . . - ~ . . . ~ ' ~ . . . . . . ~ . . ~ . ~ . . ' ~ . . . . . . . . . . . . . . , ~~,,r, . ~ . . ~ ~ ' ~ . . ~ . ~ . . ~ . . ~ . . . . ~ ~ . ~ . . . ~ ~ ~ . . ~ . . . . . . . ~ ~ . . ~ ~ . . . ~ . . . . ~ d ' ~ 2~ ' ~ ~ r ,3.'v:.: . ~ I[ r ~ ` ~ ~ I S'~ ~ ~ ~ ~ ~ r ~ r f' ~ ~s ~ I ~ f ~ ~ ~ I ~ r ~ ~ t t f' / r f f . ~ ..~7~~.t ~:~1 e + ~ . ! . i~ j~ -i lv / ` 'e" F J ~ ~ ~ ~ r / ~ j ~ / W ~ r r ~ r r f ~ ~ I r ~q`' ~ o ~ y r` ~ f r° 1 I ~ ~ ~ i'~ / s~, d / ~ ~ ~ ~ ~ < ~ ~ ~r~ ~a ~a ~ ~ : o s ~ ~ . ~ ~ ~ r s ~ ~ ~ i ~ ~ qv r ~ ~ 1 ~ ~f q~, ~ ~Ct~~~; ~ ( ~ r r r ~ ; ~ ; _ _ _ _ _ _ { ~ f s ~ ~ > _ _ ~ - a ; l ~s i . F.i< ~ ~~t' . n~' ~ ~ , ___._~.w~__.___.~' ~ f, ~ ~ ~ 3 ---~___._.r .._a.._,___ ~ ~ ~ ~ r y ° # i ~ ~ ~~o~ ~ I , , r, , ~i. ~ . ` Spt7~° EIEVATiOMi n, ~ ~ ~ p V ~r ~ . / ~ ~4 ~ ~ ri • @, " ~ ........r. ~...~....e.._ e......,... _ ~ ~ _ . . 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I ~ ~ ~ \ ~ ~ f q . } . . )1 ~ ~I , . 99 ~ ~J~ ~ ~ ,~-~a' s~o~~a~H ~ ~m3r~r ~ ~ ~ - ~ - ~ s~~s ra~ ~ e ~ ~~1 ~ ~ -____.,._~._.__._~_._w _ s~ 3~041 ~ ~ ` ~ r ~ ! ~ _ : " . _ . 1 , . ~ ~ y ; . . . a . ~ . . - ~ ~ ~ , : . . . . . . .e... ,.m... . _ . _ _ . ; - . ~ . . . . " ' ~ . ~ _ f~,e . , +y 0 9 }9 hb . . '~i' . ~ (F~ . .:z~':,i:, ~ld~ J . Y.. . R w° ~ 42.~~ ~F W~~~` 32ND A ~ ~ : ~ ~~.p,~ ~ era [t~ ~ 3~ . L,> ~ I ~ ~6~ , +...r'~ ~ . . ~ k ~ ~ ~ 3 a. . ~c; ~ ~ ~ ~ DENVER, COI.ORADQ 80237 L; 6ESIi:NEO EY: DAPE: m En d pE5 OB-48-96 ~ a DFlAYlN 8Y: FlEIA 80bk 457 F._.. dF)P r '~~E ~ CHEGK $Y: SURUfY Nb. DES 98097-GR ~ r+ tfi 9E ~E- _ . e y G4 ~ 14426 Cnst Evqits Avanue, Suit,8 t:iC 185--GN HORT: 1°-2U' Aurc+ro, C4tortlcio 80014 SHFET 1ViD. cD , µh4rse (303) 337-1393 f'cx (303) 33a7-7481 xr VERf: eny~neers-surveyors t 9f 1 . . . . . . . . . ~ . ~i . . ' . . . }~f . ~ . . . ~ . . . ' DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7526 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7/28/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 12851 32ND AVE Phone : 215-9206 Contrector License No. : 19010 Company : NEON INC., DBA NEOSOURCE Phone : 820-2022 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of VJheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that i assume full responsi6ility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Riqge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE 7•24' 11 Description : CITY OF W.R. LOGO SIGN Construction Value : $4,000.00 Permit Fee : $0.00 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Use Electricai License No : Company : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance with ihe provisions set forth in yopur application and is subed to the laws of the State of Colorado and to the Zoning Regulations and euilding Code of Whea[ Ridge, Coloredo orany other applicahle ordinances of e City. . (2) This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the builtling authorized is suspentletl or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally requiretl, provided no changes have been or will be made in the original plans and specificaUons and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit (4) No work of any manner shall be done that will change the nalu2l flow of water causing a dreinage problem. (5) Contractor shall no6fy the Building Inspeclortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of fhe job. (6) . The issuance of a permit or the approval of drewings and specifications shall not be consirued to be a permit for, nor an approval of, any violation of the provisions of the building code_~,oriny oJher ordinance, law, rule or regulation. Chief Building Inspec;'br" THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: GZ1J0C0 Property Address : t 2fy51 W• Phone :24 b~4q 7-40b ConVactor License No. : Company : Phone : YQ •302z' OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ConStruction Value :4 1000+ 9 I hereby certify that the setback distances proposed by this pertnd application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions pnnted on this application, and that I assume full responsibility for compliance wdh the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge dinances, for work under this permit. (OWNER)(CONTR4CTOR) SIGNED - E~~ USB : Description : a,p. Approval: Zoning : ° Gl'1'YOF C.P4a1 ~ ~ VIG 10fBRfdICbMEM ~C< Approval: ~q151[~v_Vakl~~Gat~fi?~ Approval: /Ecfir: c~? 1 tl W~~~ N ONIY y ~.g-/eOe,•n,•~ Roof Occupancy : Walls Electricai License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : SIC Permit Fee : G - Use Tax : ^O~' Total: $0.00 Sq. F4 : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This pertnif was IuueC In aaadance wiN Ne provisions set lorth in yopur aDPlica6on and Is subject to Ne laws of the Slate of Cob2EO aM lo Me 2oninq Regulatlons arW BwlOiry CoCe o( Wheat Ridge, Colorado a any oNer appiicable ordinances of the Ciry. (2) This pemul shall expire d(A) the wotk auNOrized Is rwt cortunerrxd x~ll+in sizry (60) Oays from issue Oale w(8) Ne buildirp auNOrized is 7uspenCeG a abantloneC tor a pedoE of 120 days. (3) II Nis pertrvl expires, a new pemul may be acqulred lor a lee W one-haH the amount nortnalty required, piovided no changes hava been w wilt be made in Ne original plant and speafiwGons and eny suspension a aCandonment tws not exceedeE one (i) year. II changes are maCe or if suspension or abantlonment exceeds ane (1) year, full fees shall be paid lor a new permil (4) No work of any manner shall De done Ihat will Uiange Ne naNral Mw of water wusing a d2inage problem. (5) Convxwc shail rwury the Buiiaing Inspeqor lwenrydour (24) hours in aEVance for all inspecUOns anC shall receive wntlen aDProval on Inspection pM befwe proceeGiing wiih successive phaxs ol ihero' b (6) The issuance o1 a pertnit a tha approvel o! E2wings anE sped(ira6ons shall rwl De consWeE to be a pemtil fa, rar an approval ol. efry vlolation of Ne provisions es /a'any other adinance, Ww, ~ule or mpuWLOn. `i . ot Ihe buildiE Chief Bwlding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION rROM : TRYLOR ~ PHONE N0. : 3036174384 Jul. 15 1998 11:49AM P2 d nBP~Y (~GflOriE ~rur ~ x ~s o~ w~m a.a~q ~ ]/B It'-p• - E . . ~ I ' • _ • ' b+~`N ^ 19'~10' .w~r vrr_xa¢ Nm~(nsioWWl ' seue vr . r-e~~ PL1N o CffY MONUMENT SIGN au .c ME ¢ 1M~'r BiauCf /6 N[9 o5k ~ NOTE: S CONTRaCTOR SHALI SUBMIT ALL MATERiAL 2 SAMPI.ES fOR 'CITY OF WNFATRIDGE' SIGN TO ARCHITECT PRIOR TO CONSTRUCTION. C Rln SWpd10! qIR axo:m~ ~w LGYLE L OIXL6 - 5 En 3Y GN pf pIFfJB 1_._V~C+1 N x wirtn ro ~ncu TOPE wxNS O 1B' YIiuL3 0 10' 1. ~O. cu uec 7 I-70 CENTER IDENTIFlCATION SIGNscvc xm ro ewe rmR: cwnoFD ar orws ~2 V ^ l KI~EI PoIMNimN ~JiGiN 4ECEp g SV¢61(y FOVNUTON him an o~~v~: e~l.rc 9V~N OC46 )/58- vGp~ qIB~iNV pESIOMMIfr bb+ ~oc~uoE¢ PROPia eSNLOp6 2 msrrt w~s[~~II~.~ 6 YlPa6eM Op O.4~at ~w O'YFMJKih4 f9 f0 K,ON' Yl @YMW$ flECR ID fAX~ 41YICM. Q FOUNDATION SECTION ~irE~ ~R' - ~'-r xort: rmnDm er emvc FRONT ELEVATION ~ t-C 1 I i I 1 I I ~ ~ I e-u M.~ 1 \ i ~ I I 'e . / ~ ~ i7/ P / al KX- • Y • ' ~ ~ o \ \ / c * 1 ~ I C ~]S]0'~0' • 1 R-tam' ~ e 1 ' I I ~ I 4~ ♦ ~ ~ I 3l. ~ ).]3 1 ~ \ 4. I ri ~Y ~f T \ .i ~tM'K e ~ \ I ~ 1 1 - ~ i i i, i i w~y]t]N ~riJ" 11ES! ]1M AVlNIS 0~4a. wel (D t. 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BUSINESS CENTEP. 2OF7 Packet No. Permit No. 98444 WEST METRO FIRE PROTECTION DISTRICT 777 S. WADSWORTH BLVD., BLDG. 4, SUITE 220 LAKEWOOD, CO 80226 FIRE DEPARTMENT PERMIT STREE7 ADDRESS OF JOB 12551 ld 32nd HVE DATE OF APPLICATION 27, 171 '')6 NAME OF BUSINESS/TENANT CONOCQ APPLICANT NAME Lhl T TED 5Y57Eh15, I IvC PHONE (303)77870130 APPLICANT ADDRESS `1"o CITY DEIVVER STATE C0 ZIP 804p` s oiaHL.za sr Signature of A[;~ DETECTION ;0 NEW For inspections call (303) 989-4307 Required inspections shall be requested a minimum of one working day in advance Post in e conspicuous place INSPECTION BY FIRE DEPT. REQUIRED FLOOR NO. Si1h1E Field inspections and dates TYPE OF PERMIT ❑ SPRINKLERS ❑ ❑ PARTIAL ❑ YES O NO ❑ STANDPIPES AITERATION ❑ OTHER k~X TOTAL BLDG Hydrostatic tests and dates Rough-ins and dates 7t] BE 1 FlfiE DEPARTMENT APPROVAL IS REQUIRED PHIOR TO ISSUANCE OF THIS PERMIT. ❑ APPROVED AS SUBMITTED ~CONDITIONALLY APPROVED (See reviewers notes on plans) BY: TITLE DATE ~~.VALUATION~-. FINAL APPROVAL: DATE _9- 7 - 9 ~Z BY: _1~4 F TITLE /t=,(.r OF WORK $ PLAN ~ NO ~ TOTAL FEE . FILED . CHECK❑ $ CASH ❑ ~ O m ~ ~ x ~ C~ ~ ~ ~ ~ ~ m m -DI m ~ \ / D n Z ~O n 'G D~ Z - n l < m Fn v Nc N Z C ~ m~ vm m ~ a m O mn l\. -o T 31 "I1 2 v m- m 37 31 0 7 TI b @ 0 0 n ~ Q, ~ w m w C° ~ j' ~ 9- N p 7 N = y 1 y 7 _ ~ ~ . o m ID ~p <p w o 0 j a3 ~ N - Q ~jk , ~ s fi : ~ ~ w o ~ ~ y 0 J#7 N O ~ 3 ~ m y ~ n c o' a . 3 (2- N a ; ~ ` ~ -u 0 c ~ Z 0 0 z ~ m m A m C z ~ r W 0 m _ D ~ co m m z CO 5 z m 0 m C ~ 0) O w . v, O 3 p 3 N n ] cc -p j N O co O p Z CD 0 m o n _i 0 O ~ z -0 n O ~ ~ c ~ Cl) ~ Z D r r o Cf) D ~ D n m m Cf) ~ m 1 D z Z ~ O 2 ~ z o Cl, -0 a3. m 1 0 :33 m ~ c O p ~ Z Z ~ m ~ m O a ° y ~o z o v ' m ~ 0 m m O ~ Z o ~ ~ CA 0 ~ 0 ~ x ~ i 0 n° m ~ ~ ~ m 0 (Icj ~L ~ ~ ~ < ~ m a n ~ D Z < ~ z Cl) m rn 0 ~ O z m rn 0 O ~ v ~ O \ V+ ~ to rn ~ m~ Z ~ rn ~ v m n O r 0 ~ i 1 D W 00 GJ N O CA) ~ in C13 w 0 N Cl) m ~ ,a N o ~ ~ z O ~ o Z ~ ~ -0 N m N ~ m m r r- A o" z c O~ ;O m z -q v = m ,n rn C O M C p r m cl) ~ Z Z ~ r I N N z m N CITY OF WHEAT RIDGE DEPARTMENT OF COMMUNITY DEVELOPMENT TRANSMITTALLETTER PROJECT NO. i~ J 47-i DATE: n r ; To From: ( SU BJ ECT: . '._i~(.%. The item(s) listed below: YC]l Attached ❑ Under Separate Cover IS/ARE ~'Vk TRANSMITTED HEREWITH FOR YOUR: ❑ Approvai ❑ InformationlFiles ❑ Return ReviewlComments ❑ Signature(s) ❑ Other IS/ARE ❑ RETURNED HEREWITH BY: ❑ Action ❑ Corrections Copy to: 1. 2. 3. 4. 5. C.6.t ❑ Approved ❑ Approved as Noted ❑ Disapproved ❑ For Revision & Resubmittal ❑ Other ❑ Additionai Comments Attached Return Date: The Ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat 9Ridge JUI.Y 28, 1998 Rudy Blea Colorado Depariment of Transportation 2000 S. Holly Denver, CO 80222 RE: Construction Pernut for Pedestrian and Equestrian trail, I-70 Frontage at 32nd Ave Deaz Rudy; The City of Wheat Ridge is requesting a construction permit to construct a Pedestrian/Equestrian Trail on the CDOT Right of Way along the I-70 west frontage road at 32nd Ave. The Wheat Ridge Greenbelt goes under I-70 and Youngfield St. along Cleaz Creek. The proposed trail along the I-70 frontage will connect the Wheat Ridge Greenbelt Trail with the 32nd Ave Trail into Golden. The City has received many requests for this trail from the trail users attempting to access 32nd Ave. Trail. The City has included the construction of this trail in the development of the property on the northwest comer of 32nd and I-70. Crosslands Construction will be the contractor completing the construction. The City will be responsible for the maintenance of the trail once constructed. The trail surface will be a gravel surface. Thank you for your attention to the requested construction permit Sincerely, J ~j~,c~/ Gary Wardle, Director Parks and Recreation (303) 234-5900 • ADMINISTRATION FAX: 234-5924 POLICE DEPARTMENT FAX: 235•2949 - - . . : FRUM : TAYLOR PHONE N0. : 3036174384 Sul. 17 1998 03:03PM P1 FAx, TRAvsMIssloN 15 15 I EAnT CALeY AVENU! AVRaaa, Cownn~ eoo 16 303/890-377 1 Frx: 903/6 I 7-4384 T o: Cruy tWardle, 303/235-2876 (o) Date: July 17, 1998 Faa 2345924 (£ax) Pages: 5, includiug this cover sbeet. From: Lisa K Taylor Subject: Shop Thawings £or City of Wheat Ridge Monument 5ign COMNMNT3: ptease call me with your thougbts. Thanks, Lisa 391 3a~ ~~v 3~~I Flecelvetl: 7/17198 4:00PM; FRUM : TRYLDR F-z Q (c::) ~ ~ ~ ~ il. ~ ~ < < "i( 4 [ S$ G 3 t ~ m ` ~c~- •^f 4 M~ P; 0 i 9 3 ~.:a w 1N y .is ~i .,~tt C+~F~ ~ C~~i 1 ffz~ Co P S ~ 0 t., ~ ~q ~ ~ M 2 ~ w ~ ~ ~ 2-1i a ~ ~ I C2 \ , ~ 3036174384 CITY OF WHEAT RIDGE; Page 2 PHONE N0. : 3936174384 P~ ~ ~ ~ sn ~ ~ ~ m ~ d ~ m O ~ m ~ ~ ~ ~ =E a ~ A r ~ ~ ~ Ju L. 17 1998 03:03PM P2 ~ ~ ReceY,reG: 7/17/98 4:01PM; ~FRGM : l"qYLOR co S# . ~ ~ ~ crs G~ ~ (n m 47 m Z D ~ 0 z 0 i ~ 'I , b ~ N ~ z : ~o N ~ -Da ~ 0 m 0 C m ;o ~ ~ T z ~ -j ~ ~ ~ ➢ n C ~ ~ r mr~ -1 ~y 0 r m n 3 ~o C -i rn ~ --I O ~ c O ~ ~ m m A m X N 3036174384 CITY OF WHEAT RIDGE; Page 3 PHONE N0. : 3036174384 .7u1. 17 1998 03:04PM P3 ~ ~ 0 P? vy 0% ~ ~ ~ Received: 7/17/98 4=01PM; FP,CI?1 : l'qYLOF. i~ ~ I^ ~i Irl ~ u ~ '1 ~ I.. ~i ot--; '~/~~~TIyv f ~ l ` ~ ~c T~ I! r \ 1 3036174384 CITY OF WHEAT RIDGE; Page 4 PHONE N0. : 3036174384 Jul. 17 1998 03:04PM P4 ` ~ 41, r 1- • ~ I ` l~`~V \M1 ~ Y ~ J n ~ . I e . rx tP ~ ~ C tel ~ ~ fL C Li~ ',Tt ~;1 A z:E . F r ~,-Y° =z-~- - - u- u;A,* _ , Recelvetl ; 7/17/98 4:02PM; 3036174384 ->'CITY OF WHEAT RIOGE; Page 5 FR0'9 : TqYLOR PHONE NG. : 3036174384 Jul. 17 1998 03:04PM PS i . ~I w\ ~ I ca , % J I ` r r \ u ~.J r ~1 ~ : ~ `-l 4.~ ~ i ~ F-r) a ~ ~ 4~ ~a L~ ~ r-- i _ L ~ . LllUI RU hLLGJJ~VI1Llll IGL IYU.JUJfJ('77U4 JUl 1("yz~ 6:4U NO.UUL r'.V1 STATE OF COLORADO DEPARTMENT Of TRANSPORTATfON ~ . . Rqbn 6 SnIfK ' Kae~W014ia Pemins _ ~ (1 564UfauNLnik Macc ti) Den•a.CalonOOlO]N I30)1IS1.9EE6 l 4 V APPLICATION FOR UTIUTY, CONSTRUCTION OR I.AHDSCAPING PERMIT r O iM1e /ollwinqpr xsAre will be fo{lwM 1or Cbtalllild a~ili fCr M~~d~nti Yitliil~ f[KC hIp11Yry rIpt~t•ei- M wv wIlhln Enpl~rlnp Aeplon V1. 140n[mxee fec[im E. of tM ColoreEn DeWrM"[ 01 Tfuspanatlm. I.lt gplicants Will uLLe a Kitnm tcQrtil te the CulorWa MWtU°e^t of 1rYapnrtrtim. SbW E~st 4tlantic plKe, p~myr. W. lW.if. 1nclude Ms fellwlnp itas WiM Y~ r~t ilono Nth [hIc cmPleted kpllat m: 1. A leU<r. of reQxcq vrlttm m cwprM Iecwhed i/ sv~iUbts. ~ 2. IIIu caplH of aAe DI- ww aollie shwfnp Eii[sKK 1rw: s) ripM1t•ef-wY linn. b) conrtY reW or city J .[fNtr and CI edY! of yVMOR0. ~ . . • ~ 3. ]~p eOplK of a ^~t~tim tn}tic cartRdl Plm' tMt cm(er6 to the ~ ]IJ~j1 rtnC~t of l. 11 certllteste M 7nwu~ f~ We ca+trsctor'• Imur~rr< urrier.'wiro <M1e GlorWo Dep Truispxutlm. ReSim YI n N&WItlonl inur[4 In Me lellWiro ~t ~u: rip • . A. ftrWN Yorbin-s tlm mtl E~PtWU•a L4ab111tY. {rcluCtnD °~uWtlraq~ rl 1 tlireEsebYrte. fh ct<rn ~Il eaWM~~ mGNwhe PK/eroite of wrk ai the alu, 1. du rewn Sutaes. b. lyW~lrerutve Oexrat Piblic 1iW117iY ab Pr°XrtY Dwp iKwarce: O , i, !od{lY lnlmy ..............f6tI0.OW each xc~rr2rce PropertY DwPe f6W.000 eBeh occurrenee C. Cap'MUUIw Auto LlWlllry rd PropertY Doorpe Inurence: Bod11Y In)wY...•....•..:..f~50.000 Nch xwrmcc ' r~ep~rb oma............f600.000 Hch «ewrerce . DIFASE7YPE0RPRNffMEiOLLOMONFOPIMTqNAND 4PLTid5CA11PlETm fOPMAND UiNE0.DOCUNFMS TC p~ fsl.9Ee6 PERImSEGTIWLN~FA5TAW711CPlAL£UEM9lC0.W721.Wmuma .w p.E4SEDONOTfAXF1M'S vEtl1ITiEE (prW-tcy or utllltY soner: MiIIVLi fif other than >erml[iec): ' _t n~, r R;Ag~ x.a: ~ ~ands Const. Co. i osp, MYrc: 7snn w 29th Ave. .eer...:4500 S. Ulster enver, Co 80237 D Wheat Ridpe CO 80215 1 Gar WaTd10 eaa~r~DBViders ~ , 1Q8 1 T.~~: Z.z~-=z r a03 , 235-2876 Try[{y pE6CPIPi14N ❑ ppmval. ❑ Mainnrurce et ediNM fttillq ryqpp5~: ~ Irut~li~tim. ~ Ad1K[~[/relec~tien, . ueuTrr cira. dxe. cl... of n.nu.n:.n~, xsr~ vre..we o. w~°1d•~. ~co...r. . ~IIeU. 1] Tremverse [craad~B). O ~'mt~• M,iWE OF INSTALIATld1: ~ Laqlto]INl fp~ O ~er1~4p~a+d"o'~tetl. O AtUCircd to Mi9huvY SttvCtar< M~r Canry mY/t - lnLAl10N: ft~te MW. Xo. Nilpxt(s) er in[enscii~q fe.twelq fa10e avem, eaa..l: AeGltlavl rw o'dcraraN laOtlon InforweHon canu<t: Ielephone: - (a) 1lIYf~ Attub Wort stetd shw1n0 lxstlen. Curacter. Els~rtar. rM det.llt of tM rork te b- A". x aReech, naip'w~d N' the DeWrteent. .M1N Oe~a e~eM~Imre/rt~1"~P~'~~l~ne~ ~It~ [M plw O ~ V ~ ~ ~ ~ ~ ~ in I V N ~ a v ~ rs ~ 0 k-~ > TD V ~ ~ Q~< ~ ~ Q ~ 'Y V ~ b ~ Q v~ ~ ~ Vi V Iv V ~ DEPARTMENT QF PLANNING AND DEVELOPMENT Building Permit Number : 6848 BUILDWG INSPECTION DNISION - 235-2855 CITY OF WHEAT RIDGE Date : 4/9/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address: 12851 W 32nd Avenue Phone: 771-2108 Contractor LicenSe No. : 19883 Company : Crosslands Construction Company Phone : 771-2108 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W at Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED ' DATE Construction Value : $750,000.00 Permit Fee : $3,917.50 Plan Review Fee : ` $2,546.38 Use Tax : $11,250.00 Total: $17,713.88 Use: Description : Conoco Breakplace, Convenience Store wlgasoline and carwash BUILDING DEPARTMENT USE ONLY SIC Approval : SM Zoning : PCD Approval : JE ENFRENEEM ApprovaL GK Occupancy : Walls Electrical License No : Company : Expiration Date : Approval: See attached P.W. Review Sheet Sq. Ft. : 3241 Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company : Company : Expiration Date : Expiration Date : Approval: Approval: (i) This permitwas issuetl in accordance with the provisions set forth in yopur application and is subjec[ to the laws of the Siate of Coloretlo and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permi[ shall expire if (A) the work au[horizetl is not commenced within sixly (60) days from issue date or (B) the 6uilding authorized is suspended or abandoned for a period of 120 days. (3) If this permit ezpires, a new permit may be acquired for a fee of one-half the amount nomally required, provitled no changes have been or will be made in the original plans antl specifica6ons and any suspension or abandonment has not exceeded one (t) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall he done that will change the natural Flow of water causing a drainage pro6lem. (5) Contrac[or shall notiy the Building Inspec[or hventy-four (24) hours in advance for all inspections and shall receive written approval on inspeclion cartl before proceediing with successive phases of thejob. (6) The issuance of a permit or the approvai of tlrawings and speciFlCations shall not be construed to be a permit for, nor an appmval of, any violation of the provisions of the buildin9 cotles or any other ordinance, law, rule or regulation. F~~ ~ Chief Building Inspe;ctor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION - ~ ~ ~ ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Numbzr : Date : Property Owner : -P~4-,..o , „t Property Address ?5 1 -ju Contractor License No. : ]qffk3 Company : crv CvKCep7Ls, t'LC 34 ~yc~. GJ~~ co Phone: 771-,2r0r x4ia-- ~ ~8.3.3 ~t L-45rt'FA(lat- Phone: C"~ Gqo-37~( ~~x..~-u o~ ; ~n , Ca. 7 7 l a/ v F' OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restridions of record; that ali measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordmances, for work under this permit: Description: ~~~S-5, w l~~ Cvi. C.u o~~ ction Value : Permit F~{P~/ US@ IHX:~. Total: $0.00. Use : ~u &-f " BUILDING DEPARTMENT USE ONLY SIC Approval : Zoning : 'pGt7 ~„~_irdiY~g -o n~ Approval : ~n ~r* .lr1T'~,Gt~Ea 'p• wApproval : q. $ (i$ Occupancy : Walls : Roof : Electrical License No : Company: TLU°ut C+..) *'M.'L`r G~rN. sraw2~, 3,2¢11 Q1 Sq. Ft.: Ca~yo~d Stories : Residential Units : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approvai : Approval : Approval : (7) This permit was issued in accardance with the provisions set forlh in yopur applica6on and is subject lo the laws of the State of Colorada and ta the Zaning Regulations and Building Cotle of Wheat Ridge, Colo2do or any other applicable orEinances of Ihe City. (2) This pertnit shall expire if (A) the work authorized is nol commencetl within sixty (60) days from issue tlate or (B) the building authorized is suspended or abantloneC lor a period ot 720 days. (3) I( this pertnit ezpires, a new pertnit may be acquired for a fee o( one-half the amount nortnally required, provitletl no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceedetl one (1) year. If changes are made or if suspensian or abanAOnment exceeds one (1) year, full fees shall be paid tor a new permit (4) No work of any manner shall Ee done ihat will change the natural flow of water causing a d2inage problem. (5) Cont2ctor sh I notify the Builtling Inspector hventy-four (24) hours in advance for all inspections and shall receive wntten approval on inspedlon card before proceediing i suaessive phasesotthe'ob. (8) The issua4~e t a permit or the approval o rawings and specifrapons shall not be construed to be a pertnit for, nor an approval o(, any violation of the provisions of Ihe bu~tlin codesAr any other qrdinaz, law, rule or mgulallon. Chief IXuitding Inspector For Mayor PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date q" N cib Applicant ~-~fLG54~ r.~+s'[l~~-Tto~l Phone # Location of Construction (address) 12$Tl :~:2W bycL Purpose of Construction ++r~ ~~o T3caokolaC C Building Permit Value $ SSD 0012 Commercial _X Residential _ DEVELOPMENT REVIEW FEES (this section to be completed by City) O~ Development Review Processing Fee: $50.00 $ SD • Single Family Residential Review Fee: $25.00 [includes review of construction drawings for improvements in public right-of-way] $ Multi-Family/Commercial: .$50 minimum fee [confirmation of existing technical documents]. $500.00 maximum fee [includes review of construction drawings for improvements in public right-of-way, review of preliminary/final drainage study ~ and erosion control plan(s) if required] $ 5~' ~ Site Plan: $50.00 (Not applicable for single family residential) Right-0f Way/Easement $40.00 + $5.00/page recording fee Development AgreemenY Residential = $50.00 Commercial = $100.00 State Highway Access PertnR: $75.00 application fee Traffic Impact Review 8 Report: $100.00 processing fee Flood Piain Variance: Class i=$75.00 Class il =$150.00 $ - O $ -D' $ ~ D- $ n ~ - $ IO~ , 00 $ _o- al0 TOTAL REVIEW FEES: (due at time of building permit issuance) $.S0 Please note that additional fees will be assessed for those permits related to construction of public improvements. If you have any questions, please feel free to contact the Development Review office at 235-2868. Signature of Applicant Date DEP ARTMENT OF PUBLIC WORKS BUILDING PERMIT APPUCATION REVIEW 40~ t PDate:41 g I98 Case/Building Pernut No.: Location: ►ZgSI ~ - Attention: Building Department I have reviewed the attached materials submitted in application for approval of anonoG0 at the above referenced address. Please note the summary comments below. 1. ~ Boundary Closure: ~C OK _ Not OK; refer to stipulations. 2. ~ Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Drainage provisions have been reviewed and are found to be: X OK Not OK; refer to stipulations. 3. ~ NPDES Pernuf Required: Yes x No 4. ~ Legal Description: ~ OK _ Not OK; refer to stipulations. If not OK, please explain: 5. / Public Improvements: a. street paving needed: Y, Yes _ No b. curb and gutter needed: X Yes _ No c. sidewalk needed: X Yes No d. street lights needed: Yes _ No e. storm sewer needed: Yes No f. escrow required: _ Yes _ No If an escrow is required, for what improvements? Amount of escrow: 6. ~ Development Agreement required: _ Yes _e~_c No If Yes, for 7. Traffic impact analysis and report required:S Jo*+4h~cl 4pp^Sd Lc Yes _ No 8. State Highway Access Permit needed: _ Yes jr- No 9. _ New roadway or alley R.O.W. dedication recommended: _ Yes x No Ifyes, what is ecommended? 10. All existin edt ated roadwaYs/alleys meet the standards of the City:_ Yes K No If no, w'ch do t and what is requested: w i ftft ► L - 11. APPR . The Pub " Work epartment has reviewed this reque t and hereby gives its approv bject to t above a or attached stipulations. Signa re Greg udson Dat~ 12. _ NO APPROVAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Sigpature Greg Knudson Date 13. ~ Stipulations attached: _ Yes ~ No \ 14. Sum,mary,Comme{~ts:"j~g~.S,P•~~'r ?T~J~ci"_T ~ bG mm cL_e~wiaprmtz.sm The City of 7500 WEST 29TH AVENUE ~he at WHEAT RIDGE, CO 80215-6713 (303) 234-5900 City Admin. Fax # 234-5924 Police Dept Fax ri 235-2949 q;Zidge April 8, 1997 Mr. Lowell Bender Galloway, Romero & Associates 5350 DTC Parkway Englewood, Colorado 80111 Re: Petroleum Concepts at I-70 Business Center, 12851 West 32°a Avenue - Approval of Final Drainage Report Amendment, Street Construction & Traffic Engineering Plans, Grading & Erosion Control Plans Dear Mr. Bender, This letter is to inform you that the amendment to the final drainage report, street and traffic engineering construction plans, and the grading and erosion control plans for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the projectc l. The proposed drainage facilities shall be constructed and approved by the City of Wheat Ridge prior to issuance of the Temporary Certificate of Occupancy. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. All drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West 32"a Avenue and /or I-70 Service Road West as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining west 32"a Avenue and the I-70 Service Road West on a regular basis such they are free of construction debris and tracking from construction traffic accessing the site. 0 necvcLEo raPeN Mr. Lowell Bender Galloway, Romero Assoc. Page 2 5. Upon completion of the drainage improvements the engineer, Galloway, Romero & Associates shall provide to the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in the referenced May 1984 Final Drainage Report for the 70 West Business Center and as amended by the Final Drainage Report Summary letter prepared October 1997, have been accurately surveyed to confirm that their construction is in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the summary letter, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. If y ve any questions, please contact me at 235-2868. Si er ly, Greg Knudson, M.P.A. Development Review Engineer cc: Bob Goebel, Public Works Director Alan White, Planning & Development Director Dave Kotecki, Sr. Project Engineer Steve Nguyen, Traffic Engineer John Eckert, Chief Building Inspector Meredith Reckert, Senior Planner John McGuire, City Surveyor File LETfER OF TRANSMITTAL Galloway, Romero & Associates Design Engineering Planning 5350 DTC Parkway Englewood, Cobmdo 80111 (303) 770-8684 (303) 7703636 Fax To: UT hC'.cvFIG(A~~B l.>kvp,c~ /219C,j ~90~15- DATE ~z - 4- q Qj PROJECT ID, G-(-- LOCATION ATfENTION RE: -I- ! a ~Sl Cc~ 3~n eG ~2C.~o WE ARE SENDING YOU: ❑ HEREWITH /DELIVERED BY HAND ❑ OVERNIGHT ❑ VIA THE FOLLOWING iTEMS: ❑ PRINTS ❑ MYLARS ❑ PHOTOCOPIES ❑ COPY UF LETfER ❑ SPECIFICATIONS ❑ COPIES DATE OR NO. DESCRIPTION N ^ i~ - row~.t~- aws ~ a-Q._ b -aa-az - Gavv, ,-Y, a- /c s THESE ARE TRANSMITfED AS INDICATED BELOW ❑ FOR YOUR USE ❑ AS RE6IUESTED ❑ FOR REVIEW AND COMMENT >e-FOR APPROVAL ❑ APPROVED AS NOTED ❑ RETURNED FOR CORRECTIONS ❑ REMARKS: COPIESTO: Fl`ie SIGNED: ~-U2, iFI L AFn/DC=fl / Feb-03-98 09:18A DEVREVFAX 303 235 2857 P_02 ~ ~ ~ Q C7 O Q ~ j 3 d ~ ~ a N ° W N N ~ t! ' x °NL ~ U Z w C ~ ~ o 0 J-. 5 m m~~ w fn z w U J z W ~ ~ o = U ~ ~ 0 ¢ Q Z W Q 0 V N 3: U aa o00 QO DUU F- to zzz g~owww ~ W W w a v ~ o W»w > w w oooaoo y C ~ N U C L £m a~. CD 9 3 a~ ~ ~ N ~ ~ o) E c;u p c~C ~p ~ N ~z C C ~ N ` N V ro _ - c E E i m a a C CO v O O C a) i U r.. ~ ~ O Q T~ 7 L Q. d CO C i N Qo °O ~ ~ z W W ix ' ~ U ~ a Q ~ w cn 0 °n W ao W U a N a en O M ~ ~ ~ N u- ~ Q m w 0 u U) 0 q Z F-- ~,-g W Z'v Ow 22 o~w n g~ xz)HQ N Qfq(nW a:2 o000 :3 0 5, aEi c ~O ...oro cQ~ ° CL v~ ~ ~ ~ 'i 'D 0 iA ~ E 02 ~ a) ~ Cj o X y~~ ~ rtm c. ai~a~ou~ UL O UI f- ~ NW : i aE t.0 L'a• u) 0) QI C s ro.n o o ~ O Cl'D ~ Gm C CO ,X N 7 ~ (6 ,p E ' ~ 2r a~ a~ia. ta c U O E E C Ms o ro E o c 0 Z) 'e.. Q i. ~°,o~-~a~n-3~` a~ m E c o- w > i m m a ~ H N ¢~~o ~ N N i , to ON M N Y c o ~ ~ T o~= XZ U ~ > J ~ (D m a ~ H co~ w Z0 w W Z > W~. O p0 a of w 2 ~O U J W V M ~ Z ~ ,~mZZa0 wagaz~ >LL -i go wp~On.w aWOaZO.r Z C) z n LLi - < Lu 0~ 2 ZWOV~ ~ ~~Q~aOFU P'L ~0~0 ZZa~a tn wO-f.u 0 W0 WU~dI- 00000000 >1 c C aS a cri +r 'D a) N > ~ N - T E . a ~ ~ o na N ~ ~ t Y U 0 i c o ai 0> L a C jQ~ T ~ ~ m ~ L am a i ~ a i L U O :3 .C C O Y N ca E ~ C ~ U ~ ~ 0 A a) E L 3 V C p, c ~ = vl 3 o N 0 a) p L N = L (D .r ~ ~ U > (n ' Qj 1N '0 •O ~ C C 0' CO 0 0 (D ID ~ u' ~ t , E :3 (D t~ i a Q 0 ~ ~ o co T t~ Q 2 'O d °c ° ~ w Q ro , The City of 7500 WEST 29TH AVENUE WHEAT RIDGE CO 80215-6713. (303) 234-5900 - ~ heat City Admin. Fax # 234-5924 Police Dept Fax ri 235-2949 ~idge April 8, 1997 Mr. Lowell Bender Galloway, Romero & Associates 5350 DTC Parkway Englewood, Colorado 80111 Re: Petroleum Concepts at I-70 Business Center, 12851 West 32"a Avenue - Approval of Final Drainage Report Amendment, Street Construction & Traffic Engineering Plans, Grading & Erosion Control Plans Dear Mr. Bender, This letter is to inform you that the amendment to the final drainage report, street and traffic engineering construction p1anS, and the grading and erosion control plans for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the project: 1. The proposed drainage facilities shall be constructed and approved by the City of Wheat Ridge prior to issuance of the Temporary Certificate of Occupancy. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. Al1 drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West 32na Avenue and /or I-70 Service Road West as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 32°d Avenue and the I-70 Service Road West on a regular basis such they are free of construction debris and tracking from construction traffic accessing the site. nFCVCLEUrar~'eN The City of 7500 W EST 29TH AVENUE ~h e at WHEAT RIDGE, CO 80215-6713 (303) 234-5900 City Admia Fax # 2345924 Police DepL Fax k 235-2949 9Ridge April 7, 1998 Mr. Lowell Bender Galloway, Romero & Associates 5350 DTC Parkway Englewood, Colorado 80111 Re: Petroleum Concepts at I-70 Business Center, I-70 Service Road West and West 32°a Avenue - Second Review Comments of Striping Plan & West 32"d Avenue & I-70 Frontage Road West Construction Plans Dear Mr. Bender, I have completed the second review of the above referenced documents for the Petroleum Concepts at I-70 Business Center received on February 18, 1997, and have the following comments: Street Construction Plan & Profile Drawing 1. Please note spelling errors as red-lined. 2. Please note and detail handicap ramp that is required at the north side radius of the north entrance to the property. 3. Please note right-of-way line on both West 32"a Avenue and the I-70 Frontage Road. 4. Please design lip line with smobth curvatures instead of the angle points shown on the I-70 Frontage Road plan. 5. Please place a minimum 3-foot wide access along the back of the proposed handicap ramp located at the northeast corner of W. 32"d Avenue and the Frontage Road. Traffic Engineering 1. Please remove 50-foot dimension on West 32°a Ave as red-lined. 2. Please note pavement marking arrow on W. 32"a Avenue. 3. Please realign proposed solid white striping on the Frontage Road and W. 32"d Avenue as red-lined. 0 ri[cvcLEO r>naea ae/1o/s7 2 TENSION LAP SPLICES DEVELOPMENT LENGTH: Ab: ber area = 0.44 in^2 ld: basie development leng= 19.36 in ld: top reinf = 27.10 in (whm cone belou reinf exeeeds 12") reduction factor where reinf exceeds requirement: As required / As provide= 1.04 MA7(IMUM SPLICE LENGTH: TOP OTXER cLass A: ~ 27.70 19.36 > DOES NOT APPLY, As r/AS p> 50% cLass B: 35.23 25.17 cLass C: 46.07 32.91 ININIMUM RE9UIRED SPLICE LENGTH: I TOP OTHER class A: 28.08 20.05 > DOES NOT APPLY, As r/AS p> 50% cLass B: 36.50 26.07 cLass C: 47.73 34.09 F--'-----'--' ~ Galloway Romero Structural Calculations & Associates Conoco Breakplace I Building lFebruary 4,1998 Design Parameters: Roof Live Load Wind Loa3 Spread Footing: Design Soil Bearing Pressure Pr2pared By: Galloway, Romero & Associates 5350 DTC Pkwy Englewood, CO 80111 Attn: Roger A. Barringer, P.E. Prepared For: Conoco, Inc. 6855 S. 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( ~g C~t / CC4 "CO/,UGNN-i J9ca« < ~z~s_5/z)<<I.S3~/~.9a~~'/c~ = I`{S& ~ 7 5'/ f6~fS9 ~ ~@•/.f cfJ 16 kJ r # vQo,E ~ 3~ ~ 9 ~ /kyo. c u r ✓Cd. ~ cf-CCG J-4se ~ I ~ l V 7- ~ ~wn3✓C/~e2~T~' (Fe, 'P2) w ` ~PGrG~~'~L {t~ / f< = ~6cJS`t//l 3loao _ /(-4S5 M - /~7 G o o = 4 ~o rs ; ~ _~s° Ndc,4 ~c / a; ~ooa'oa ~F~ :3~Sry m ~ s ~ ■ f OltiKOa~~o ~n C r4~/. a pCQ wt L '/~~YJr L~a4 ~ Fao ✓'oas~ Ca JC - ~v; A~ O ~ O- ~2 47C~G~ t Ka C3.-~) _ /Z77_f 11 -I IZT7)(LZ.75)~ = 6, C°7 0`Zz ~ G C12-7 7) rZZ.>5~ : 17431 F'tIA 1 //;G"}V-.+5/ONS ~ O r ~ d_~'O r ~ A Ga~ao,'/ I;r J-(ark 14_60 g,0 00 ~.ZF' ItsoO %.60 lBCS06 l2.ZS Z4500 /6_oa :~Z6a6 ~Q -Z ~15Z o -3 z~y7o 'C Z`f/3o _7 q7oo -q 1417 0 -/Z 95Z6 $ -Z 13~dG - IZ- 1~8G C- Z 1~63 -l2 l 4G ~ -13 440 U - /I (573 6 -I j 43bo / RlZa ~ Z4~{70 S ZZ`~Zo 8 /4~3a lu - ~~/oo F 14 /sgz S /5 8z VL '2~ L r49 - 9520 7--- - z897a /j - Z4IZo D c.747 6(,p47 G717 Loyi7 1695q /7$~S l ~ 4-S9 17 $ ¢ '5 16 459 17 4 zz -E-' 45a - 6747 2Z477 ~ `7 4-7 Il/o7 ~ q 1z 0 - z947o D ZZ¢Zm - Iq'o.F6 -44ao - ~ ~ ~ ~ L~ A ~ G ~ E USr i ~ !z pOU~jcal • pN Ladu T. ( I I vfS C. o X ( 1--6 6 L ~ " ~P./ J K a/I re y, 'd G 4S.c-r c'o'ao'o'o C m ~ '-IIK I uoco x ~es~1'roor.µ ~ ~~e • <aa a'o'o'a'a'o -wt~'Ww =~~~33 ~ a 'a ~ Gls~ 1 S~~Z ~3/i~ CdI u~,H= - ~ ~ ~7o:kS j= f//...~ G(= ~_7!3 ~~s)~(61~/r./) _ ~4f7~~ = L1~8~ s4 ~12~ /Z4S eA C1.S3, ~rey'r -3.70 Tt-J. T.s ~ x 2x 3/~~ ,L/l4 I 7 7 ^ ?Z99 Ca_33~ ` ~ Z4 S C13.3~•le~s T . 3~ L Q= 490 -l(8 - Z4~o)6 - ~-Yo /7 : 14 5 3L9-t C/2) /0¢d04 > 25 2 /4001 Q Is li' y ` ~ I G~ re C 4~ 7, z~ sLt~tww - o~~~~ rt ~ ~ ~l02.1/Ohd` ~IOµiKly COhI . flt ~JC✓N q C / i vC'O~i o~C . / rc.4roo.M f.'Je W4 / J Q.~~Cvua4c = i(/~r S 2 Cs. 7 S7 Z" 9'(~k) ~f= 7-F.4 (7s)Z/z J- 39.CC7.5) as Y'o e«r u0&Miua ~ , Gs: o o%.c ~ V J _ z a(/z ) ( 2 1 <~z) C~.g►~` ~ .Z~ ) 1040 _rss(.t ~.@I) = 5~ ~ psr > z Z~dB( ~f' V~sc ?Q~~CN/U/-~w/ bS r~i Lc{.` dc. O W G 1 0 7~"~ ~S ~O ✓'~G ~J W1 0 r S cc~a~ %us ec~•o.~ re ~ C c~c d~aw,/ ~cG~r4je : ~a`g4ss 0 A D S U M M A R Y PROJECT: CONOCO - 9REAKPLACE I .OCATION: )ATE: 08/06/97 04:52 PM VERTILAL LOAD SUMMARY ROOF - - DEAD " ROOFING - EPDM = 2.0 PSF 22 GA DECK = 1.5 PSF STEEL JOISTS = 2.0 PSF RIGID INSUlATION = 1.0 PSF SUSPENDED CEILING = 1.8 PSF HVAL = 1.5 PSF MISCELLANEOUS = 2.0 PSF TOTAL . = 12 PSF WALLS - EXTERIOR DEAD FACE BRICK = 40.0 PSF 1/2" GWB = 2.2 PSF STEEL STUDS = 7.2 PSF BATT INSULATION = 0.6 PSF 5/8 G418 = 2.8 PSf TOTAL = 47 PSF pRCHED ROOF DEAD 5"ANDING SEAM ROOF = 1.0 PSf METAL DECK = 1.4 PSF STEEL TUBE TRUSSES = 1.0 PSF TOTAL = 3 PSF WIND LOAD SUNMPRY METHOD WIND SPEED EXPOSURE P qs L IEXPOSURE C I - 2 = 90 mph _ c = LexCqxqsxI = 20.74 = 1.0 ~ 0'-15' 115'-20' 120'-25' 125'-30' 130'-40' 140'-60' 1 +-------*--+---+----T- PRIMARY SYSTEMS: Wall Roof, enclosed or unenclosed Raof_open ELEMENTS AND COXPONENTS: Vlall, enclosed or unenclosed Wall, open (outward) Wall, open (inward) Parapets Roof, flat, encLosed or unenc Roof, flat, open 1.06 1.13 9.19 1.23 9.31 1.43 Cq i + I I I I I 1.3 28.6 30.5 32.1 33.2 35.3 I 38.5 I 0.7 I 15.4 I 16.4 I 17.3 I 17.9 19.0 20.8 1.2 26.4 28.1 29.6 30.6 32.6 35.6 ----F----'*--------~----+-----*- 1.2 26.4 28.1 29.6 30.6 32.6 35.6 1.6 35.2 37.5 39.5 40.5 43.5 47.4 1.2 26.4 28.1 29.6 30.6 32.6 35.6 1.3 28.6 30.5 32.1 33.2 35.3 38.5 9.3 28.6 30.5 32.1 33.2 35.3 38.5 1.7 37.4 39.8 41.9 43.4 46.2 50.4 RISA-2D (R) Version 3.03 Galloway, Romero and Associates Page : _ 8/07/97 CONOCO BREAKPLACE I RB-1: INTERIOR BEAMS ENVELOPE SOLUTION Nodal Displacements Node Global X Global Y Rotation (in)------ LC---------- (in)------ LC---------- (rad)----- LC 1 max 0.00000 1 -0.00000 2 -0.00560 2 min 0.00000 1 -0.00000 1 -0.01045 1 2 max 0.00000 1 -0.00000 2 0.00998 1 min 0.00000 1 -0.00000 1 0.00560 2 ENVELOPE SOLUTION Reactions Node Global X Global Y Moment (K)------ LC----------- (R)------ LC----------- (R-ft)---- LC 1 tnax 0.00000 1 9.84957 1 0.00000 1 min 0.00000 1 5.13332 2 0.00000 1 2,nax 0.00000 1 8.56885 1 0.00000 1 min 0.00000 1 5.13332 2 0.00000 1 ENVELOPE SOLUTION Member Section Results Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(R,Rft,in)LC(R,Rft,iR)LC(K,Kft,in)LC(R,Kft,ir.)LC(K,Rft,in)LC- 1 1- 2 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 9.85 1 4.49 1 0.00 2 -2.57 2 -5.13 2 5.13 2 2.57 2 -0.74 1 -4.65 1 -8.57 1 M 0.00 2 -35.29 2 -47.06 2 -35.29 2 0.00 1 -0.00 1 -69.02 1 -85.33 1 -60.61 1 -0.00 2 D 0.000 1 -0.547 2 -0.770 2 -0.552 2 -0.010 2 0.000 1 -1.015 1 -1.403 1 -0.992 1 -0.018 1 ENVELOPE SOLUTION AISC Code Checks Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear 1 1 1- 2 0.748 1 0.00 1 0.60 1 0.75 1 0.53 1 0.00 1 0.13 RISA-2D (R) Version 3.03 Galloway, Romero and Associates Page : 8/07/97 CONOCO BREAKPLACE I RB-2: FRONT SEAM ENVELOPE SOLUTION Nodal Displacements Node Global X Global Y Rotation (in)------ LC------ (in)------ LC--------- - (rad)----- LC 1 max 0.00000 1 -0.00000 2 -0.00445 2 min 0.00000 1 -0.00000 1 -0.00647 1 2 max 0.00000 1 -0.00000 2 0.00280 1 min 0.00000 1 -0.00000 1 0.00194 2 3 max 0.00000 1 -0.00000 2 -0.00130 2 min 0.00000 1 -0.00000 1 -0.00186 1 4 max 0.00000 1 -0.00000 2 0.60126 1 min 0.00000 1 -0.00000 1 0.00087 2 5 max 0.00000 1 0.00000 1 0.00007 1 min 0.00000 1 0.00000 2 0.00005 2 6 max 0.00000 1 -0.00000 2 -0.00011 2 min 0.00000 1 -0.00000 1 -0.00016 i 7 max 0.00000 1 -0.00000 2 0.00072 1 min O.OOOGO 1 -0.00000 1 0.00049 2 ENVELOP E SOLUTION Reactio ns Node Global X Global Y Moment (K)------ LC----------- (K)------ LC--------- - (R-ft)---- LC 1 max 0.00000 1 5.11.950 1 0.00000 1 min 0.00000 1 6.26068 2 0.00000 1 2 max 0.00000 1 29.46661 1 0.00000 1 min 0.00000 1 19.45708 2 0.00000 1 3 max 0.00000 1 22.42236 1 0.00000 1 min 0.00000 1 14.61320 2 0.00000 1 4 max 0.00000 1 19.03353 1 0.00000 1 min 0,00000 1 13.07435 2 0.00000 _ 5 max 0.00000 1 -3.04526 2 0.00000 _ min 0.00000 1 -4.39882 1 0.00000 = 6 max 0.00000 1 15.73004 1 0.00000 _ min 0.00000 1 10.80542 2 0.00000 - 7 max 0.00000 1 4.35857 1 0.00000 : min 0.00000 1 2.98833 2 0.00000 : RISA-2D (R) Version 3.03 Galloway, Romero and Associates Page : 8/07/97 CONOCO BREARPLACE I RB-2: FRONT BEAM ENVELOPE SOLUTION Member Section Results Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End -----(R,Kft,in)LC(K ,Rft,in)LC(R,Kft,in) LC(K ,Rft,in)LC(K,Yft,in)LC- 1 1- 2 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 9.12 1 3.55 1 -1.38 2 -5.19 2 -9.01 2 6.26 2 2.44 2 -2.02 1 -7.58 1 -13.15 1 M 0.00 2 -28.65 2 -32.16 2 -10.54 2 53.10 1 -0.00 1 -41.70 1 -46.75 1 -15.15 1 36.20 2 D 0.000 1 -0.303 2 -0.391 2 -0.234 2 -0.010 2 0.000 1 -0.440 1 -0.567 1 -0.339 1 -0.015 1 2 2- 3 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 16.31 1 4.78 1 1.82 1 -0.78 2 -7.94 2 10.45 2 3.28 2 1.25 2 -1.14 1 -12.67 1 M 53.10 1 25.46 1 13.90 1 12.70 1 27.61 1 36.20 2 17.74 2 9.80 2 8.97 2 18.68 2 D 0.000 1 0.071 1 0.080 1 0.055 1 -0.001 2 0.000 1 0.049 2 0.056 2 0.039 2 -0.002 1 3 3- 4 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 9.75 1 4.68 1 -0.29 2 -3.77 2 -7.25 2 6.67 2 3.19 2 -0.40 1 -5.47 1 -10.55 1 M 27.61 1 -10.92 2 -19.65 2 -7.49 2 37.14 1 18.68 2 -15.69 1 -28.53 1 -10.92 1 25.55 2 D 0.000 1 -0.117 2 -0.173 2 -0.108 2 -0.006 2 0.000 1 -0.169 1 -0.251 1 -0.157 1 -0.009 1 4 4- 5 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 8.49 1 5.67 1 2.85 1 0.03 2 -1.90 2 5.83 2 3.90 2 1.96 2 0.03 1 -2.79 1 M 37.14 1 13.56 1 -0.41 2 -3.73 2 -0.60 2 25.55 2 9.35 2 -0.63 1 -5.43 1 -0.83 1 D 0.000 1 0.021 1 0.011 1 0.000 1 -0.000 2 0.000 1 0.014 2 0.007 2 0.000 2 -0.000 1 5 5- 6 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V -4.95 2 -5.25 2 -5.55 2 -5.85 2 -6.16 2 -7.19 1 -7.63 1 -8.07 1 -8.51 1 -8.95 1 M -0.60 2 3.03 1 7.11 1 11.42 1 15.96 1 -0.83 1 2.05 2 4.86 2 7.82 2 10.94 2 D 0.000 1 0.000 1 0.001 1 0.001 1 -0.000 2 0.000 1 0.000 2 0.001 2 0.000 2 -0.000 1 RISA-2D (R) Version 3.03 Galloway, Romero and Associates Page : 8/07/97 CONOCO BREAKPLACE I RB-2: FRONT BEAM Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End -------------(R,Rft,in) LC(R,Kft,in) LC(R,Kft,in)LC(K,Rft,in) LC(K,Rft,in) LC- 6 6- 7 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 6.78 1 4.00 1 1.21 1 -1.08 2 -2.99 2 4.65 2 2.74 2 0.83 2 -1.57 1 -4.36 1 M 15.96 1 -1.22 2 -7.10 2 -6.70 2 0.00 1 10.94 2 -1.79 1 -10.36 1 -9.77 1 -0.00 2 D 0.000 1 -0.011 2 -0.020 2 -0.017 2 -0.000 2 0.000 1 -0.016 1 -0.030 1 -0.024 1 -0.001 1 ENVELOPE SOLUTION AISC Code Checks Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L 1c Shear 1 1- 2 0.702 1 0.00 1 0.55 1 0.62 1 0.20 1 0.1.0 1 0.15 2 2- 3 0.702 1 0.70 1 0.34 1 0.18 1 0.17 1 0.37 1 0.19 3 3- 4 0.491 1 0.37 1 0.21 1 0.38 1 0.14 1 0.49 1 0.12 4 4- 5 0.491 1 0.49 1 0.18 1 0.01 1 0.07 1 0.01 1 0.10 5 5- 6 0.211 1 0.01 1 0.04 1 0.09 1 0.15 1 0.21 1 0.10 6 6- 7 0.211 1 0.21 1 0.02 1 0.14 1 0.13 1 0.00 1 0.08 ENVELOPE SOLUTION Alternate Sections Section Suggested Alternatives Set BEAM MC12X31 MC13X31.8 C15X33.9 MC12X35 MC13X35 RISA-2D (R) Version 3.03 Galloway, Romero and Associates Page : 8/10/97 CONOCO BREARPLACE I RB-3: REAR BEAM ENVELOPE SOLUTION Nodal Displacements Node Global X Global Y Rotation (in)------ LC----- (in)------ LC---- (rad)----- LC 1 max 0.00000 1 -0.00000 2 -0.00434 2 min 0.00000 1 -0.00000 1 -0.00633 1 2 max 0.00000 1 -0.00000 2 0.00633 1 min 0.00000 1 -0.00000 1 0.00434 2 3 max 0.00000 1 -0.00000 2 0.00745 1 min 0.00000 1 -0.00000 1 0.00446 2 4 max 0.00000 1 -0,00000 2 0.00074 1 min 0.00000 1 -0.00000 1 0.00051 2 5 max 0.00000 1 -0.00000 2 0.00074 1 min 0.00000 1 -0.00000 1 0.00051 2 6 max 0.00000 1 -0.00000 2 0.00633 1 min 0.00000 i -0.00000 1 0.00434 2 ENVELOP E SOLUTION Reactio ns Node Global X Global Y Moment (R)------ LC---- (IC)------ LC---- (IC-ft)---- LC 1 max 0.00000 1 9.51628 1 0.00000 1 min 0.00000 1 6.52500 2 0.00000 1 2 max 0.00000 1 28.97487 1 0.00000 1 min 0.00000 1 18.18300 2 0.00000 i 3 max 0.00000 1 24.12850 1 0.00000 1 min 0.00000 1 14.84800 2 0.00000 1 4 max 0.00000 1 9.30481 1 0.00000 1 min 0.00000 1 6.38000 2 0.00000 ? 5 max 0.00000 1 14.16868 1 0.00000 min 0.00000 1 9.71500 2 0.00000 i 6 max 0.00000 1 9.51628 1 0.00000 1 min 0.00000 1 6.52500 2 0.00000 : RISA-2D (R) Version 3.03 Galloway, Romero and Associates Page : 2 8/10/97 CONOCO BREARPLACE I RB-3: REAR BEAM ENVELOPE SOLUTION Member Section Results Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End -------------(R ,Rft,in)LC(K ,Kft,in)LC(R,Rft,in)LC(K ,K£t,in)LC(R ,Rft,in)LC-- 1 1- 2 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 9.52 1 4.76 1 0.00 1 -3.26 2 -6.53 2 6.52 2 3.26 2 -0.00 2 -4.76 1 -9.52 1 M 0.00 2 -27.53 2 -36.70 2 -27.53 2 0.00 2 -0.00 1 -40.15 1 -53.53 1 -40.;15 1 -0..00 1 D 0.000 1 -0.260 2 -0.366 2 -0.263 2 -0.005 2 0.000 1 -0.380 1 -0.534 1 -0.383 1 -0.007 1 2 2- 3 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 i 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 '•J 19.46 1 4.80 1 0.00 2 -3.26 2 -11.66 2 11.66 2 3.26 2 -0.01 J. -4.82 1 -19.48 1 NI 0.00 1 -52.78 2 -61.96 2 -52.78 2 0.00 1 0.00 1 -88.99 1 -102.46 i -88.89 1 -0.00 2 D -0.006 2 -0.268 2 -0.370 2 -0.266 2 0.000 1 -0.010 1 -0.448 1 -0.616 i -0.443 1 0.000 1 3 3- 4 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 4.65 1 2.33 1 -0.00 2 -1.60 2 -3.19 2 3.19 2 1.59 2 -0.00 i -2.33 1 -4.55 1 M 0.00 1 -6.58 2 -8.77 2 -6.58 2 0.00 1 0.00 1 -9.60 1 -12.79 1 -9.60 1 0.00 2 D -0.000 2 -0.015 2 -0.021 2 -0.015 2 0.000 1 -0.000 1 -0.022 1 -0.031 1 -0.022 1 0.000 1 4 4- 5 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 4.65 1 2.33 1 -0.00 2 -1.60 2 -3.19 2 3.19 2 1.59 2 -0.00 1 -2.33 1 -4.65 1 M 0.00 1 -6.58 2 -8.77 2 -6.58 2 0.00 1 0.00 1 -9.60 1 -12.79 1 -9.60 1 0.00 2 D -0.000 2 -0.015 2 -0.021 2 -0.015 2 0.000 1 -0.000 1 -0.022 1 -0.031 1 -0.022 1 0.000 1 5 5- 6 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 9.52 1 4.76 1 0.00 1 -3.26 2 -6.53 2 6.52 2 3.26 2 -0.00 2 -4.76 1 -9.52 1 M 0.00 1 -27.53 2 -36.70 2 -27.53 2 0.00 2 0.00 1 -40.15 1 -53.53 1 -40.15 1 -0.00 1 D -0.005 2 -0.263 2 -0.366 2 -0.260 2 0.000 1 -0.007 1 -0.383 1 -0.534 1 -0.380 1 0.000 1 RISA-21) (R) Version 3.03 Galloway, Romero and Associates Page 8/10/97 CONOCO BREARPLACE I RB-3: REAR BEAM ENVELOPE SOLUTION AISC Code Checks Nodes No I J Max lc 0 1 1- 2 0.708 1 0.00 2 2- 3 0.925 1 0.00 3 3- 4 0.169 1 0.00 4 4- 5 0.169 1 0.00 5 5- 6 0.708 1 0.00 ENVELOPE SOLUTION Alternate Sections Section Set Member Quarter Points lc 1/4 lc 1/2 lc 3/4 lc L - 1 0.53 1 0.71 1 0.53 1 0.00 1 0:80 1 0.92 1 0.80 1 0.00 1 0.13 1 0.17 1 0.13 1 0.00 1 0.13 1 0.17 1 0.13 1 0.00 1 0.53 1 0.71 1 0.53 1 0.00 Suggested Alternatives lc Shear lc 1 0.11 1 0.17 1 0.05 1 0.05 1 0.11 BEAM MC12X31 MC13X31.8 C15X33.9 MC12X35 MC13X35 BEAM2 MC18X42.7 MC18X45.8 MC18X51.9 MC18X58 OB/08/97 1 IS T E E L C 0 L U M N A N A L Y S I S - P I P E ~ PROJECT: CONOCO BREAKPLACE I DATE: 08/08/97 07:11 AM I LOCATION: COLUMN C-1 I TRIAL MEMBER: - - - IDIMENSIONS PROPERTIES OF MEMBER ~ Lx = 11.88 ft. E = 29000 ksi Ly = 11.88 ft. Fy = 42 ksi (A500, GRD B) Cmx = 0.85 A = 8.40 in.^2 Cmy = 0.85 I = 72.49 in.^4 PIPE DIMENSIONS 5 = 16.81 in.^3 O.D. = 8.625 in. r = 2.94 in. t = 0.322 in. unit wt. = 28.58 plf I.D. = 7.981 in. total Wt. = 0.34 kips ~ STRESS INCREASE _ 1•00 USE 1/2 WIND LOAD? N I USE 1/2 SN041 LOAD? N ILOADING x y units ~ _ AXIAL LOADS: ~ DL + FLOOR LL = 29.47 29.47 kips I SNON LL = 0.00 0.00 kips WIND LOADS = 0.00 0.00 kips MOMENTS a TOP OF COLUNN: DL + FLOOR LL = 10.44 0.00 ft-kip5 SNOW LL = 0.00 0.00 ft-kips WIND LOADS = 0.00 0.00 ft-kips TOTAI MOMENTS = 10.44 0.00 ft-kips , MOMENTS a BASE OF WLUMN: ~ DL + FLOOR LL = 0.00 0.00 ft-kips , SNOW LL = 0.00 0.00 ft-kips 'i WIND LOADS = 0.00 0.00 ft-kips T07AL MOMENTS = 0.00 0.00 ft-kips END CONDITIONS (FIXED=O, FREE=1 ) ROTATION a TOP 1 1 . TRANSLATION a TOP 0 0 , ROTATION a EASE 1 1 LATERAL LOADS a TOP OF COLUMN 0.00 kips - [COMPU7ED INFORMATION x y - - _ K = 1.00 1.00 Cc = 116.75 116.75 Kl/r = 48.51 48.51 (use max value for fa calculation) D/t = 26.79 compact c 6 = ERR AXIAL STRESSES (ksi) fa DL + FLL = 3.51 3.51 fa WL = 0.00 0.00 fa SL = 0.00 0.00 Fa . = 21.16 21.96 KL/r < Lc fLEXURAL STRESSES (ksi) fb DL + FLL = 7.45 0.00 fb WL = 0.00 0.00 fb SL = 0.00 4-00 Fb = 27J2 (.66Fy) 27.72 (.66fy) F'e = 63.47 63.47 - ICHECK UNITY CALCULATION: - AISC equation: H1-1 H1-2 H1-3 I ~ 0.408 0.408 NA ~ OK controls ICHECK SLENDERNESS CALCULATION: Kl/r < 200 OK - _ JDEFLECTION CALCULATION - DEFL IN x DIRECTION = NA in I DEFL IN y DIRELTION = NA in 08/08/97 11 IS T E E L C 0 L U M N A N A L Y S I S - T U B E ~ - PROJECT: CONOCO BREAKPIACE I LOCATION: [OLUMN C-2 DATE: 08/08/97 07:30 AM DIMENSIONS - PROPERTIES OF MEMBER Lx = 12.33 ft. (out of pLane) E = 29000 ksi y Ly = 12.33 fit. (in plane) Fy = 46 ksi TUBE DIMENSIONS A = 6.36 in.^2 bx = 4.00 in. Ix = 12.26 in.^4 -I I--x by = 4.00 in. Iy = 72.26 in.^4 t = 0.5000 in. Sx = 6.13 in.^3 T Sy = 6.13 in.^3 ALLOY. STRESS INCR. FOR WIND ? N rx = 1.39 in. USE 1/2 WIND LOAD ? N ry = 1.39 in. USE 1/2 SNOW lOAD ? N unit wt. = 29.63 plf total wt. = 0.27 kips LOADING x y units AXIFL LOADS: DL + FLOOR lL : 30.20 30.20 kips SNOW LL: = 0.00 0.00 kips 1lIND LOADS: = 0.00 0.00 kips MOMENTS a TOP OF COLUMN: (use negative sign for opposite) DL + FLOOR LL : = 0.00 0.00 ft-kips SNOW LL: = 0.00 0.00 ft-kips WIND LOADS: = 0.00 0.00 ft-kips TOTFi MOMENTS: = 0.00 0.00 ft-kips NOMEN'iS a BASE OF COLUMN: (use negative sign for opposite) DL + FLOOR LL 6.29 0.00 it-kips SNOY LL: = O.W 0.00 ft-kips NINu LOADS: = 0.00 0.00 ft-kips TOTAL MONENTS: = 6.29 0.00 ft-kips END CONDITIONS (FIXED=O, FREE=1) ROTATION a TOP: 1 1 TRANSLATION a TOP 0 0 . ROTATION a BASE 1 1 LATERAL LOADS a TOP OF COLUMN 1.00 1.00 kips OB/OB/97 12 COMPUTED AND ALLOWABLE STRESSES (BASED ON AISC 9TH ED., CHAP F3, H& APP. B) x y K = 1.00 ERR 1.00 Cc = 111.55 111.55 Kl/r = 106.54 706.54 (use max value for Fa oaloulation) LIMITING b/t RATIOS FOR LOMPRESSION ELEMENTS: COMPACT LIMIT = 28.07 NONCOMPACT LIMIT = 35.09 b/t & SECTION 7YPE = 4.00 compact 4.00 compact rt = 0.61 0.69 L/rt = 243.56 243.56 EFFECTIVE SECTION PROPERTIES BASED ON CLASSIFICATION: Qa = 1.00 1.00 use fiull section properties Ie = 92.26 72.26 in^4 Se = 6.13 6.13 in^3 re = 1.39 1.39 in Cb = ERR tm = 1.00 1.00 Le = 1.87 1.87 U(IAL STRESSES (ksi) fa DL + FLL = 4.75 4.75 fa WL = 0.00 0.00 fa SL = 0.00 0.00 Fe 93.06 13.06 KL/r < Cc FLEXURAL STRESSES (ksi) fb DL + FLL = 12.32 0.00 fb WL = 0.00 0.00 fib SL = 0.00 0.00 Fb = 30.36 compact 30.36 compact controlling equation: (.66Fy) (.66Fy) f' e = 13.16 13.16 CHECK UNITY EDUATIONS: AISC equation: H1-1 H1-2 H1-3 0.999 '-_0.578 NA OK SLENDERNESS: Kl/r < 200 OK oe/oe/97 S T E E L C 0 L U M N A N A L Y S I S - T U B E PNOJECT: CONOLO BREAKPLACE I LOCATION: COLUMN C-2 DATE: 08/08/97 07:24 AM DIMENSIONS - - PROPERTIES OF NEMBER lx = P 12.33 fit. (out of lane) E = 29000 ksi ly = 12.33 fit. (in ptane) Fy = 46 ksi TUBE DIMENSIONS q - Z.n in.•Z bx = 4.00 in. Ix = 6.59 in.^4 bY = 4.00 in. IY = 6.59 in.^4 t = 0.1875 in. Sx = 3.30 in.^3 ^3 ALLOW. STRE55 INCR. FOR WIND ? N rx = 1.54 in. USE 1/2 WIND LOAD ? N ry = 1.54 in. USE 1/2 SNOW LOAD ? N unit wt. = 9.42 plf totat wt. = 0.92 kips LOADING x y units AXIAL LOADS: DL + FLO^R LL : 15.99 15.99 kips SNOW LL: = 0.00 0.00 kips WIND LOADS: = 0.00 0.00 kips MOMENTS a TOP OF LOLUMN: (use negative 91 n for opposite) Dl + FLOOR LL 0. 0.00 ft-kips SNOW LL: = 0.00 0.00 ft-kips WIND LOADS: = 0.00 0.00 {t-kips TOTAL MOMENTS: = 0.00 0.00 {t-kips MOMENTS a BASE OF COLUMN: (use negative sign for opposite) DL + FLOOR LL 3.33 0.00 ft-kips SNOW LL: = 0.00 0.00 ft-kips WIh'D LOADS: = 0.00 0.00 ft-kips 70TAL MOMENTS: = 3.33 0.00 ft-kips END CONDITIONS (FIXED=O, FREE=1) ROTATION a TOP: 1 1 TRANSLATION o1 TOP 0 0 RO?ATION a BASE 1 1 LATERAL LOADS a TOP OF COLUMN 1.00 1.00 kips I --IT -X 08/08/97 6 ILOMPUTED AND ALLOWABLE STRESSES (BASED ON AISC 9TH ED., CHAP P3, H& APP. 8) i i X Y 1 K = 1.00 ERR 1.00 Cc = 111.55 117.55 KL/r = 95.87 95.87 (use max value for Fa calculation) LIMITING b t RATIOS FOR COMPRESSION ELEMENTS: COMPA[T IMIT = 28.01 NONCOMPACT LINIT = 35.09 b/t & SEC7ION TYPE = 17.33 compact 17.33 wmpact rt = 1.70 1.10 l/rt = 134.27 134.27 EFFELTIVE SECTION PROPERTIES BASED ON CLASSIFICATION: Qa = 1.00 1.00 use full section properties Ie = 6.59 6.59 in^4 Se = 3.30 3.30 in^3 . re = 1.54 _ 1.54 in 'Cb = ERR Cm = 1.00 1.00 Le = 3.03 3.03 AXIAL STRESSES (ksi) fia DL + FLL = 5.77 5.77 fa NL = 0.00 0.00 fie SL = 0.00 0.00 Fa 15.19 15.19 Kl/r < Cc FLEXURAL STRESSF.a (ksi) fb DL + FLL = 12.12 0.00 fib WL = 0.00 0.00 fb SL = 0.00 0•00 Fb = 30.36 compact 30.36 compact controlling eapation: (.66Fy) (.66Fy) F'e = 16.25 16.25 CHECK UNITY EflUATIONS: equation: N1-1 N7-2 H7-3 1.000 0.609 NA OK - - CHECK SLENDERNESS: Kl/r < 200 OK - oa/os/97 13 5 T E E L C 0 L U M N A N A L Y S I S - P I P E PROJECT: CONOCO BREAKPLACE I DATE: 08/08/97 08:08 AM LOCATION: COLUMN C-3 TRIAL MEMBER: DIMENSIONS PROPERTIES OF MEMBER lx = LY = Cmx = Cmy = PIPE DIMENSIONS O.D. _ t = I.D. _ STRESS INCREASE _ U5E 1/2 WIND LOAD? USE 1/2 SNON LOAD? 3.42 ft. E = 29000 ksi 3.42 ft. Fy = 42 ksi 0500, GRD B) 1.00 A = 2.23 in.^2 1.00 I = 3.02 in.^4 S = 1.72 in.^3 3.500 in. r = 1.16 in. 0.276 in. unit ut. = 7.58 Plf 3.068 in. total wt. = 0.03 kips 1.33 = N N LOADING x y units AXIAL LOADS' DL + FLOOR LL = 2.45 2.45 kips SNOY LL = 0.00 0.00 kips WIND LOADS = 0.00 0.00 kips MOMENTS a TOP OF [OLUMN: DL + FLOOR LL = 4.42 0.00 ft-kips SNOW LL = 0.00 0.00 ft-kips WIND LOADS = 0.00 0.00 ft-kips TOTAL MOMENTS = 4.42 0.00 fit-kips MOMENTS a BASE OF COLUMN: DL + FLOOR LL = 0.00 0.00 ft-k'ips S40W LL = 0.00 0.00 ft-kips W1ND LOADS = 0.00 0.00 ft-kips TOTAL MOMENTS = 0.00 0.00 fit-Y.ips END CONDITIONS (FIXED=-0, FREE=1) ROTATION a TOP 1 1 ' TRANSLATION a TOP 1 1 ROTATION a BASE 0 0 UTERAL LOADS a TOP OF COLUMN 0.85 0.00 kips COMPUTED INFORMATION x Y K Lc Kl/r D/t Cb AXIAL STRESSES (ksi) fa DL + FLL fa WL fa SL Fa FLEXURAL STRESSES (ksi) fib DL + FLL fb WL fb SL Fb F'e 2.10 116.75 74.07 16.20 compact ERR 1.10 0.00 0.00 23.83 = 30.73 = 0.00 = 0.00 = 36.87 (.66Fy) = 36.20 2.10 116.75 74.07 (use max vatue for Fa calculation) 1.10 0.00 0.00 23.83 Kl/r < Cc 0.00 0.00 0.00 36.87 (.66Py) 36.20 CHECK UNITY CAICULATION 0.ISC equation: H1-1 H9-2 H1-3 ~ 0.906 0.877 0.880 OK controls CMECK SLENDERNESS CALCULATION: Kl/r < 200 OK DEFLECTION CALCULATION DEFL IN x DIRECTION = 0.22 in OEFL IN y DIRECTION = 0.00 in 08/OS/97 25 IL 0 N C R E T E A N L H 0 R t A P AC I T Y I BASED ON UBC, STRENGTH DESIGN CONOCO BREAKPLACE I [OLUMN AT SHEAR FRANE 08/08/97 04:50 PM Pd applied Pl applied Vd applied VL applied special inspection ewltiplier tension zone multiplier Wind reduction multiplier Pu = Vu = # 16459 p M 14716 !1 1.3 > 1.3 w/ sp insp, 2.0 w/o sp insp 1.5 > 1.5 if anchors are in tension zone of inember 0.75 > (0.75 for vind loading) 40921 q 36588 p f'c: CONCRETE STRENGTH = f's: ULT BOLT CAP. _ BOLT DIAMETER = lb: BOLT EMBEDMENT = NUMBER OF BOLTS = z: SPACING = y: SPACING ' dex: MIN EDGE DISTANCE _ dey: MIN EDGE DISTANCE _ dev: MIN EWE DiSTANtE = Ab = A sloping shear plane cone = A sloping shear plane sides = As: sum of sloping shear pLanes = qt: base of truncated pyramid = EDR: edge distar,ce reduction factcr- _ twice embeded length = CSRF: canc strerigth rcduction factor = BOLT GROUP CAPACTIY - TENSION 3000 psi (6000 max) 58000 psi (A307) 0.75 in 18.00 in 3 4.00 in 0.00 in 12.00 in > OK 9.00 in > OK 12.00 in in dir. ofi loa> OK 0.44 in^2 1439.49 in^2 203.65 iM2 need to add this 1643.14 in^2 0.00 in^2 0.33 36.00 0.65 T - - - - PS (based on boLt eap) = 69184 p 169.0T60K ' PU (based on concrete strength) = 54599 H 133.43%OK I Pc ' 83999 # SHEAR unit values, weakest anchor: Vs (based on bolt capacity) = 19218 p Vn,1 (based on concrete strength) = 12583 N < controls Vn,2 (based on concrete strength) = 16106 # Vn = 92583 # Vc = 19358 # BOLT GROUP CAPACTIY - SHEAR Vs = 57653 q 157.58%OK Vn = 37748 # 103.17%OK yc = 58074 # COMBINED TENSION & SHEAR: equation 1 = 0.98 <'I, OK equation 2 = 0.75 <1, OK 08/10/97 1 - - C 0 N C R E T E B - - - E A M A N A L Y S I S I ~BASED ON qQ CODE, 1983 EDITION - ULTIMATE STRENGTH DESIGN ~ PROJECT: CONOCO - BREAKPLACE I DaTE: 08/10/97 07:45 AM I MEM9ER: GRADE BEAM F___---------------- IKNOWN INFORMATION (FROM MOMENT, SHEAR DIAGS) ~ F__'-'- - UNFACTORED LOADS: f'c = 3000 psi L.L. XOMENT = 0.00 fY-kips 1.00 Fy = 60 ksi D.L. MOMENT = 66.09 ft-kips RED'N FACTOR-SHR = 0.85 L.L. SHEAR = 0.00 kips RLLOWABLE SHEAR = 90.52 psi ACI 11-6 D.L. SHEAR = 10.46 kips TENSION BARS: _ RED'N FALTOR-TEN = 0.90 (ACI 9.3.2) MIN CLEARANCE 80T = 3.00 in WIDTH (b) = 12.00 inches CLEARAN[E TOP = 30.25 in OVERALL DEPTH = 34.00 inches BAR SIZE = 6 DEPTH d(1 Layer) - = 30.63 inches NUXBER = 2.00 SPACING = 6.00 in SHEAR BARS: SIZE _ = 3 - - ITENSION REINFORCING ANALYSIS I BETA1 = 0.85 m = 23.53 Ru = 0.1096 MAX REINF RATIO = 0.0160 ACI 10.3.3 MIN REINf RATIO 1 = 0.0033 ACI 10.5.1 MIN REINF RnT20 2 = 0.0025 ACI 10.5.1 - increased by 4/3 MIN As RE6UIRED = 0.92 REINF PROVIDED RATIO = 0.0024 qs = 0.88 > 103.6% > overstress WT. PEP. LIN. FT. = 3.01 a = 1.73 in fc (BENDING) = 1.99 ksi fiy (BENDING) = 46.92 ksi "M6 Mn capacity = 131.47 ft-kips Mn actual = 702.81 fit-kips > 78.22 > Less than capacity - ISHEAR REINFORCING (a d distance from support) ~ _ Vc alloW = 33.27 kips Vu = 16.27 kips > 48.91% of aLlowable shear reinfnrcing not requ vu = 44.27 psi MIN. SPACING = -1114.47 inches ACI 11.5.6.2 ~ ~ = 22.09 inches ACI 11.5.5.3 I = 15.31 inches ACI 11.5.4.1 ~ USE -1115.00 inches ~i - IMOMENT OF INERTIA Iy - = 39304 in^4 . Icr = 6893 in^4 n = 9.50 fr = 410.79 psi x: NA from comp fi ber = 2.04 in yt = 17.00 in Mcr = 79.15 ft-kips Hcr/Mmax = 1.197 Ie (ACI 9-7) = 62549 in^4 Ie applicable = 39304 in^4 OB/10/97 2 TENSION LAP SPLICES DEVELOPMENT LENGTH: Ab: bar area = 0.44 in^2 td: basic devetopment Leng= 19.36 in ld: top reinf = 27.10 in (when conc below reinf exceeds 12") reduction faotor vhere reinf exeeeds requiresent: As required / Rs providr 1.04 MAXIMUM SPLICE LENGTH: TOP OTHER class A: 27.10 79.36 > DOES NOT APPLY, As r/AS p> 50% class B: 35.23 25.17 class C: 46.07 32.91 - - - MINIMUM REDUIRED SPLICE LENGTH: TOP OTHER Lass A: 28.08 20.05 > DOES NOT APPLY, As r/AS p> SOY. lass B: 36.50 26.07 iass C: 47.73 34.09 ueuegg La\oiueyoew\sojeo\g, Lo\ooouoa\syueip\:; \9N~,; GOVo I 00'M doo-u 760.0 1 zL ys•o wlid aiv aaisNi pp•p N0301tl13W .Z/l-L 00'0£ NOLL`dlf1SN1 OI01k! 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C~ O~ € ` T a q ~ T E c:~ Q 3 a Q ° c o A o E' ° ~ E~ g~ N d ~ 0 3 o Y ~ m , ~ y C 4 ~I v ~ F > ~ > 0 ~ 3 ~ N M ¢mUOUwLL rnN Y ~ m m 6 Y 0 g y 2390 S. Lipan $t. Denver, CO 80223 ~T(' & ~ (303) 742-9700 1~• Fax 742-9666 ~ Kumar & Associates, Inc. E-Maii: kumaz@henge.com s ~ www.henge.com/-kumaz Georechnical & Environmental Engineers Branch Office-Colorado Springs, CO Branch Office - Ft. Collins, CO Prepared By: David A. Field, P.E. GEOTECHNICAL ENGINEERING STUDY PROPOSED PCL CONVENIENCE STORE, AND CAR WASH FACILITY WEST 32nd AVENUE AND I-70 WHEAT RIDGE, COLORADO 7 r Alan F. Clayboum, P.E. Prepared For: Galioway Romero & Associates 5360 DTC Parkway Englewood, Colorado 80111 Attention: Mr. Dave Galloway Project No. 97-1-408 September 15, 1997 TABLE OF CONTENTS SUMMARY 1 PURPOSEAND SCOPE OF WORK .......................................2 PROPOSED CONSTRUCTION 2 SITECONDITIONS ..................................................3 SUBSURFACE CONDITIONS ...........................................3 FOUNDATION RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 FLOOR SLABS .....................................................6 WATER SOLUBLESULFATES ..........................................8 PAVEMENT DESIGN .................................................9 Subgrade Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 PavementDesign ..............................................9 Subgrade Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Drainage ...................................................10 ` TANKEXCAVATIONS ..............................................10 LIMITATIONS ....................................................11 FIG. 1- LOCATIONS OF EXPLORATORY BORINGS FIG. 2- LOGS OF EXPLORATORY BORINGS FIG. 3- LEGEND AND NOTES FIGS. 4 AND 5- SWELL-CONSOLIDATION TEST RESULTS TABLE i- SUMMARY OF LABORATORY TEST RESULTS Kumar & Associates, Inc. SUMMARY (1) The subsurface conditions encountered in the exploratory borings consist of 0 to 5'/z feet of clayey sand fiil above 24 to 27 feet of clayey sand, sandy clay and interlayered sandy ciay to clayey sand. Sandstone bedrock was encountered at depths of 24%z to 29'/~ feet to the maximum depth explored, 30 feet. (2) Ground water was not encountered while driiling nor when checked 8 days later. (3) The proposed convenience store, car wash building and canopies may be supported on shallow foundations (spread footings) bearing on the undisturbed naturai clayey sand to very sandy clay soiis. Footings should be designed for an allowable soil bearing pressure of 2,000 psf. (4) Floor slabs may be supported on the natural on-site soils or properly compacted fili. Some of the existing fill materials may need to be removed or reworked. (5) Parking lots and drives should be paved with minimum 5-%x inch and 6-inch thick full depth asphalt pavement sections, respectively. Alternate asphalt and base cnurse pavement sections are presented in the report narrative. Pavement areas should iiave adequate drainage. ev.owms~.~.aoa.ar Kumar & Associates, Inc. 2- PURPOSE AND SCOPE OF WORK This report presents the results of a geotechnical engineering study for a proposed PCL Convenience and Car Wash facility to be located at the northwest corner of West 32nd Avenue and Interstate Highway 70 in Wheat Ridge, Jefferson County, Colorado. The subsurface study was conducted for the purpose of developing foundation recommendations and providing criteria for sife grading, drainage and pavement thickness. The project site is shown on Fig. 1. The study was conducted in accordance with the scope of work in our proposal No. P-97- 435 to Galloway Romero & Associates dated August 14, 1997. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed consiruction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of tha proposed retail sales building are included in the report. PROPOSED CONSTRUCTION We understand the project will consist of a one-story convenience store constructed with a steel frame having metal stud infill wails with brick veneer. Floor elevaYions will be near the existing ground surface elevation. The convenience store building is planned to occupy a footprint of approximately 3,500 square feet. Additional site improvements include a drive- through car wash and an overhead detached canopy structure above fuel dispensing islands. Underground fuel storage tanks will be installed on-site. The car wash will be of masonry block construction with a concrete siab floor. The overhead canopy will be a steel frame structure supported by isolated columns. The improvements will be constructed on an approximately 1.3 acre site. Much of the remainder of the site not occupied by the structures will be paved for parking and drives. The western and southern borders of the site will be landscaped. We assume that foundation loads will be relatively light, consistent with the proposed type of construction. e~noen~eo~i-we.ai Kumar & Associates, Inc. 3 If the proposed construction varies significantly from that described above or depicted in this report, we shouid be notified to reevaluate the recommendations provided in this report. SITE CONDITIONS The siYe is currentiy vacant. Prior to the construction of the existing I-70 west service road, on the western boundary of the site, a previous service road crossed the eastern half of the parcel. This road has been abandoned, although most of the asphalt pavement remains. The remainder of the site is sparsely vegetated with occasional weeds and grasses. The site is bounded by the I-70 westbound off ramp on the east, west 32nd Avenue to the south, the I-70 west service road to the west and by commercial developments to the north. SUBSURFACE CONDITIONS The general subsurface conditions at the site were explored by drilling three borings in the vicinity of the proposed improvements. These boring locations are shown on Fig. 1. Graphic logs of the exploratory borings are presented on Fig. 2, with a legend and notes describing the soils and bedrock encountered on Fig. 3. The subsurface conditions encountered at tMe site consist of approximately 0 to 5% feet of clayey sand fili above natural soils. The lateral extent and variation in depth of this fill were not determined. Natural soiis consisted of 24 to 27 feet of clayey sand to very sandy clay, cleaner sand soils and alternating zones of sand and clay. Sandstone bedrock was encountered At depths of 24Ys to 29'/: feet in all 3 borings a which continued to the maximum explored depth of 30 feet. Ground water was not encountered during drilling or when checked 10 days later. Standard Penetration Test resistance values (blow counts) in the naturel clayey sands to very sandy clay soils indicate a consistency of inedium to very stiff. The deeper clayey sands and cleaner sand soils were medium dense to dense while the sandstone bedrock was hard based on the blow counts. a%,.~197 .1-408.eW ' i ' ~ Kumar & Associates, Inc. -4- Selected samples of the materials obtained from exploratory borings were tested in our laboratory to determine classification properties and swell-consolidation characteristics. These test results are shown on Table I. Results of swell-consolidation tests, presented on Figs. 4 and 5, indicate the samples of clayey sand fill and very clayey sand tested possess a low potential to compress when wetted while under constant load. FOUNDATION RECOMMENDATIONS The results of our laboratory testing indicate that the near surface clayey sand and very sandy clay soils have a relatively low potential to compress due to wetting. Shallow foundations and structures bearing directly on these materiais would have some risk of movement due to these soils becoming exposed to water. Although a deep foundation (i.e. drilled piers into bedrock) could be used to effectively minimize the risk of foundation movement, such a system would be relatively costly. We believe a shallow foundation system bearing on the natural soii materiais beneath the existing fill soils may be used to support the proposed new structures. The following design and construction details for a spread footing foundation system should be considered when preparing the specifications and general notes for the foundation plans: (1) Spread footings should be designed for an ailowable soil bearing pressure of 2,000 psf. (2) The results of our field exploration indicate that existing fill may be encountered in foundation excavations at or below the proposed foundation bearing elevation. Since we have no records of fill placement, this material should be considered unsuitable for supporting foundation loads. We recommend in these areas that all existing fill be removed and replaced with non-expansive structural fill materiai. All fill placed beneath building areas and below the foundation bearing elevation should be compacted to 98% of the maximum standard Proctor density within 2 percentage points of the optimum moisture content. New fili should extend down from the edges of the footings at a 1 horizontal to 1 vertical projection. Some of the existing fili soils will be suitable for reuse as structurai fili. Any soils containing debris will not be suitable for reuse as fill. ev.ooro1e7ewe.en Kumar & Associates, Inc. -5- The specifications for new fill listed in the floor slab section of this report may be used for imported structural fill. (3) Spread footings placed on the natural soils or properly compacted fiil should have a minimum footing width of 12 inches for continuous footings and 18 inches for isolated pads. (4) The footings should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below the exterior grade is recommended for this area. (5) Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. (6) The lateral resistance of the canopy footings placed on undisturbed natural soils and/or properly compacted structural fill material will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.30. Passive pressure agei!ist the sides of the footings can be calculated using an equivalent fluid unit weight of 200 pcf. The coef#icient of friction and passive pressure values recommended above are working values. (7) Care should be taken when excavating for the foundations to avoid disturbing the supporting materials. Granular foundation soils should be compacted with a vibratory compactor prior to placing concrete. (8) Excessive wetting or drying of the foundation excavations should be avoided during construction. Exterior backfill should be adjusted within 2 percentage points of optimum moisture and compacted to at least 95% of the maximum standard Proctor density (ASTM D698). e~~,ame>~~+oe.a~ Kumar & Associates, Inc. 6- (9) A representative of the geotechnical engineer should observe ali footing excavations prior to concrete placement. FLOOR SLABS Floor slabs may be subject to some future movement if placed on poorly compacted fill materials. In the vicinity of the proposed convenience store, boring 2 encountered 5%Z feet of fill. From discussions with the present property owner, a building may have been located in this vicinity in the past. We recommend that the existing fill beneath floor slabs be removed or reworked as described below to reduce the likelihood for future slab movements. Our borings did not determine the depth and lateral extent of fill that has taken place on this property. With additional testing during construction, we could better evaluate the degree of compaction of the existing fill. Without additional testing of the fill or its removal and replacement, an unknown risk for future slab-on-grade settlement above fill regions exists. Based on the granular nature and relatively low compression characteristics of the natural soil materials encountered, we believe slab-on-ground construction may be used. The following measures should be taken to reduce damage which could result from movement shouid tlie underslab materials be subjected to moisture changes. (1) Floor slabs should be separated from all bearing walis and columns with expansion joints which allow unrestrained vertical movement. (2) Floor slabs shouid not extend beneath exterior doors or over foundation grade beams, unless saw cut at the beam after construction. (3) Floor siab control joints shouid be used to reduce damage due to shrinkage cracking. The joint spacing and slab reinforcement should be established by the designer based on experience in concrete floor slab design criteria, such as that of the Portland Cement Association or American Concrete Institute. (4) In order to reduce the Iikeiihood for future slab movement above existing fill, we recommend that a minimum of 3 feet of the fill be removed. The overexcavated region Kumar & Associates, Inc. -7- should be observed by a representative of our firm. Any deleterious materiai exposed should be removed and hauled away. The exposed surface shouid be proofrolled with a loaded dump truck, water truck or other equipment approved by the geotechnical engineer to check for soft and deflecting areas. Such areas should be subexcavated and/or stabilized. A unit price for further subexcavation and fili shouid be included in construction documents since the quantity of possible additional earthwork cannot be determined until construction. The excavated fili material should be evaluated for re- use and if acceptable, replaced in a properly compacted state. New fill piaced within 3 feet of the floor slab subgrade elevation should meet the following requirements: IMPORTED ON-SITE Percent passing No. 200 sieve (20 to 50) (N/A) Liquid Limit (Max. 40) (NA) Plasticity Index (Max. 8) (NA) Swell potential @ 200 psf (NA) (Max. 1%)* ` Based on our field observations and laboratory tests, most of the natural soil and existing fill encountered during this study is suitable for re-use in compacted fills beneath floor slabs. (6) The geotechnical engineer should evaluate the suitability of proposed fill materials prior to use. Above the foundation elevation and beneath slab areas, fill should be placed and compacted to at least 95% of the maximum standard (ASTM D-698) Proctor density within 2 percentage points of the optimum moisture content. e~%e,.i..oe.en Kumar & Associates, Inc. -8- (7) Ail plumbing lines should be tested before operation. Where plumbing lines enter through the floor, a positive bond break should be provided. Flexible connections should be provided for slab-bearing mechanical equipment. SURFACE DRAINAGE 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 shouid 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 shouid be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. (4) Roof downspouts and drains should discharge weil beyond the limits of all backfill. (5) Excessive landscape irrigation should be avoided within 10 feet of the foundation walls. (6) Plastic membranes should not be used to cover the ground surface adjacent to foundation walls. A pervious geotextile may be used to inhibit weed growth. WATER SOLUBLE SULFATES The concentration of water soluble sulfates measured in soil samples obtained from the exploratory borings was approximately 0.1 1%. This concentration of water soluble sulfates represents a moderate degree of sulfate attack on concrete exposed to these materials. The degree of attack is based on a range of negligible, positive, severe and very severe, as presented in the U.S. Bureau of Reclamation Concrete Manual. ev.oo,mev-~+oe.mi Kumar & Associates, Inc. -9 Based on this information, we recommend all concrete exposed to the on-site materials contain ASTM C 150 Type II cement or an appropriate blended cement intended for moderate sulfate resistance, in accordance with ASTM C 595. Concrete should have a minimum cement content of 564 pounds (6 sacks) per cubic yard; have a maximum water-cement ratio, by weight, of 0.50; and have air entrainment. PAVEMENT DESIGN A pavement section is a layered system designed to distribute concentrated traffic loads to the subgrade. Performance of the pavement structure is directly related to the physical properties of the subgrade soils and traffic loadings. Soils are represented for pavement design purposes by means of a soil support value for flexible pavements and a modulus of subgrade reaction for rigid pavements. Both values are empirically related to strength. Pavement thickness design procedures are based on strength properties of the subgrade and pavement materials assuming stable, uniform conditions. Proper surface drainage is essential for adequate performance of pavements. Subgrade Materials: Based on the results of the field and laboratory studies, the subgrade materials at the site classify as A-6 with a group index of 6 in accordance with the American Association of State Highway and Transportation Officials (AASHTO) classification (see Table q. For design purposes, a soil support value of 4.5 was selected for fiexible pavements. Since anticipated traffic loading information was not available at the time of report preparetion, an equivalent 18-kip daily load application (EDLA) of 5 was assumed for automobile traffic areas and an EDLA of 10 was assumed for combined automobile and truck traffic areas. Pavement Desian: Areas of the pavement restricted to automobile traffic such as parking lots, should consist of a full depth asphait section of 5%z inches. An alternate composite section consisting of 7 inches of high quality base course and a 3%Z inch asphait surface may be used. evwm,%e7-1-40e.aef Kumar & Associates, Inc. 10- The pavement in areas of combined automobile and truck traffic should consist of a full-depth asphalt section of 6 inches. An alternate composite section consisting of 7 inches of high quality base course and 4 inches of asphait surface may be used. A portland cement concrete pavement section of 5 inches should be used for boih parking areas and in regions subjected to trucks and automobile traffic. Truck loading areas and other areas where truck turning movements are concentrated, such as refuse collection points and loading docks, should be paved with 6 inches of portland cement concrete. The concrete pavement should contain sawed or formed joints to 1/4 of the depth of the slab at a maximum distance of 15 feet on center. Subgrade Preoaration: Prior to placing the pavement section, the entire subgrade area shouid be scarified to a depth of 8 inches in regions with no fill materials and to a depth of 18 inches in regions where previously placed fill materials are encountered. The scarified soils should be adjusted to a moisture content near optimum and compacted to 95% of the maximum standard Proctor density. The pavement subqrade should be proofrolled with a heavily loaded pneumatic-tired vehicle. This is especially important to evaluate potentially soft subgrade regions that may exist due to previously placed fill materials. Areas of unsuitable fill materials, should be removed. Pavement design procedures assume a stable subgrade. Areas which deform excessively under heavy wheel loads are not stable and should be removed and replaced to achieve a stable subgrade prior to paving. Drainaae: The collection and diversion of surface drainage away from paved areas is extremely important to the satisfactory performance of pavement. Drainage design should provide for the removal of water from paved areas and prevent the wetting of the subgrade soils. TANK EXCAVATIONS The site soils in the vicinity of the proposed underground storage tank excavation are expected to consist of clayey to very clayey sand and sandy clay. These soils would classify as "Type Kumar & Associates, Inc. -11- C" soils under OSHA guidelines. Groundwater is not expected to be encountered within the depth necessary to excavate for the tanks, approximately 14 feet. In order to provide a safe working environment, the excavation should be adequately braced or sloped to prevent caving. A maximum slope of 1%Z horizontal to 1 vertical from the bottom of the excavation is appropriate for unshored excavations in the site soils less than 20 feet in depth. A specific written safety plan in accordance with OSHA guidelines shouid be prepared prior to excavating for the tanks. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Fig. 7 and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evident until excavation is performed. If during construction, fill, soil, rock or water conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on-site observation of excavations and foundation bearing strata by a representative of the geotechnical engineer. DAFlIIw cc: file, book ev.oemWa+oe.an Kumar & Associates, Inc. ZINNIA ST. W ~ Z W Q U Z ~ = N S M . ~ U F- . . N W 3 (RESIDENTIAL) ,o wES.~~YO~ROp~~ r I 1~ SERV\CE / ' / PROPOSED I STORAGE TANKS I r--~ PROPOSED PUMPS WITH CANOPY GBORING 1 I r-------------~ . I C7 ti Ci Ci C'r I I ~ Li L1 Ll Ll Ll ~ L------------~ i 1 I , I , re- BORING2 1• I CO PROPOSED ENCE STO E ~ I I 1 - - - - • ' I E PROPOSED ~ CAR WASH I* BORING 3 25 0 25 5o APPROXIMATE SCALE-FEET I-70 OFF-RAMP ~ Z U > 97-1-408 1 Kumar & Aseociates I LOCATION OF BORINGS I Fig, 1 BORING 1 BORING 2 BORING 3 ELEV 5524 ELEV 5526 ELEV 5523.5 5530 5530 FINISHED FLOOR ELEVATION /12 ~ 5526 WC=21.4 - - - - - - - - - - - - - - - - - - DD=102.1 5525 -200=52 5525 24/12 LL=36 WC=8.3 PI=19 DD=99.2 8/12 122/12 5520 5520 w 18/12 8/12 ~ 4 WC=10.3 w i ' DD=104.4 WC=15.2 ~ a -200=28 DD=99.2 x 50/72 WSS=0.11 W Q ' o 5515 1.~;.`.}-j-- ti''.';{ r i{ 5515 5510 1 5510 5505 5500 36/12 5494 32/12 2 2 46/12 50/11 5505 5500 5494 1 97-1-408 1 Kumar & Aeaociatea I LOGS OF EXPLORITORY BORINGS I Fig. 2 LEGEND m TOPSOIL; SILTY TO CLAYEY SAND, MOIST, DARK BROWN. ~ FILL; CLAYEY TO VERY CIAYEY SAND, SOME SANDY CLAY, OCCASIONAL GRAVELS, MOIST, DARK BROWN. ~ SAND (SC), CLAYEY, AIEDIUTA DENSE TO DENSE,AIOIST, LIGHT TO DARK BROWN. ~ SAND (SP), OCCASSIONALY SLIGHTLY CLAYEY, AIEDIUM DENSE TO DENSE, NOIST, LIGHT BROWN. ~ CLAYEY SANU TO VERY SANDY CLAY (SC-CL), LOOSE, AIOIST, LIGHT BROWN. ~ CLAY(CL), SANDY TO VERY SANDY, VERY STIFF, AIOIST, L1GHT BROWN. ~ SANDSTONE, FINE TO COARSE GRAINED, HARD TO VERY HARD, MOIST, YELIOW TO ORANGE BROWN. ~ DRIVE SAMPLE, 2-INCH I.D. CALIFORNIA LINER SAMPLE. r-20/12 DRIVE SAAIPLE BLOW COUNT. INDICATES THAT 20 BLOWS OF A 140-POUND HAMAIER FAWNG 30 INCHES WERE REOUIRED TO DRIVE THE SAMPLER 12 INCHES. NOTES 1. EXPLORATORY BORINGS WERE DRILLED ON JULY 23,1997 WITH A 4-INCH DIAMETER CONTINUOUS FLlGHT POWER AUGER. p, LOCATIONS OF El(PLORATORY BQRINGS WERE AIEASURED APPROXIMATELY BY PACING FROM FEATURES SHOWN ON THE SITE PLAN PROVIOED. 3. ELEVATIONS OF EXPLDRATORY 90RING5 INTERPOLATED FROA1 CONTOURS SHOWN ON THE SITE PLAN. 4. THE EXPLORATORY BORING LOCATIONS AND ELEVATIONS SHOU(D BE CONSIUERED ACCURATE ONIY TO THE DEGREE IMPLIED BY THE AIETHOD USED. 5. THE LINES BEfWEEN MATERIALS SHOWN ON THE EXPLORATORY BORING LOGS REPRESENT THE APPROXIIAATE 80UNDARIES BEiWEEN MATERIAL iYPES AND THE TRANSITtONS dAY BE GRADIIAL 6' GROUND WATER WAS NOT ENCOUNTERED IN THE BORINGS AT THE TINE OF DRIWNG OR WHEN CHECKED 8 DAYS LATER. 7. UBORATORY TEST RESl1LT5: WC = WATER CONTENT Y.): DD = DRY DENSITY (pcf ; -200 = PERCENTAGE PASSING N0. 200 SIEVE; LL = LJQUID IJNIT PI = PLASTICITY INDEX (X); WSS = WATER SOLUBLE SURFACES (X); 97-1-408 1 Kumar & Aaeociatea ( LEGEND AND NOTES I Fig. 3 1 0 ~ o'. -1 J w -z 3 U~ I Z -3 O ~ a ° -4 ~ 0 cn z 0 u -5 -6 3 2 ~ 01 1.0 APPLIED PRESSURE - KSf 10 100 MOISTURE CONTENT = $,3 PERCENT DRY DENSITY = 99. 2 PCF SAMPLE OF: Fill: Clayey Sand FROM: Boring No. 2 at depth 1' ~ I Additional w constant pre mpres ssure d sion ue to unde we r tting T T t - r - T I - , t _ _j MOISTURE CCNTENT = 21.4 PERCENT DRY DENSIT`f = 102.1 PCF i SAMPLE OF. Very Sandy Clay FROM:Boring No. 3 at depth 1' Add'Rional c constant pre omp2s ssure d sion ue to unde wet r ting ~ m... i«~ .wr. war n+r ia m..mw• ~.M.a m. ~.n~ry .pen e~a m~ e. ~.v~•G ..u~u f n M1,l Muw~ x. .n~r.n wm ~siw o-xa~i °"o.~w x axsamc. I J J W Q ~ ~ Z -i O ~ Q 0 J -Z O N Z O U _3 -4 0.1 1.0 APPLIED PRESSURE - KSF 10 IOU FIG 97-1-408 Kumar & Associates SWELL-CONSOLIDATION TEST RESULTS . 4 ' 3 2 o^'. ~ ~ J J W 3~: O N ~ Z O H a 0 J 0 -z (n Z O U -3 -4 3 2 ~ v ~ J J W p ~r ~ Z -1 O F= Q ~ O -2 N Z O v -3 -4 MOISTURE CONTENT = 15.2 PERCENT DRY DENSITY = 99,2 PCF SAMPLE OF: Very Sandy Clay FROM: Boring No. 3 at depth 4' I I AddRional compression constant pressure due t und o we er ttin g ~ 0.1 vo APPLIED PRESSURE - KSF io ioo ~ MOISTURE CONTENT = PERCENT DRY DENSITY = PCF I I SAMPLE OF: FROM: ~ i I ~ I i I Tw~ IM fwN~ ~Jy at~ 10 IM qrple laly. iM IM yarl M ml M ryrelc~6 ~m9~F 1~{ wltlwt 1M MIM1n ~prartl al Nunv h Iaxkt~R tic $wN CendMIM IalYp pMldmW F rcsnUain MM AST1 D-RlJ1 I 0.1 1.0 APPLIED PRESSURE - KSF 10 too 97-1-408 Kumar & Associates SWELL-CONSOLIDATION TEST RESULTS FIG. 5 W m F m °a ri W Q 2 F U W ~ Q x a v > m m 9 c ~ y U U ~ N m v 0 v m y q U N N U - T `m N LL > ~ Z O x F m S U ~ ~ y LL j tO Q N ~ ¢ Q (7 J ' U N ~ N o 3 - ~ o ~ ~ F w ~ m ~ gz - ~ a x m Q w F ~ . a d g M Z0c zow V N N~ ai N N in R N w w O y Q d a 2 > 2 O J W F W~ J F F e p ~ L6 Z ~ O ~ N ~ a w e a Q w w O LL ~ U O J C7 R ~ Z ~ N l7 M a N O m Feb- l,FEB 12 '98 09;53f1M CMWCCYFAX 303 235 2557 P ziz 1' - uz C1TY OF WHEAT. iIDGE • CERTIFICATE QF WA'fER AND SEWE: t SERVICE AVAA.ABILI'TX Note to Applicant: A building pe[mit will not be issuec without tttis Cectificate sigaed by the ' Disaict or Agency supplying services. This Certificate s xpires one Year from dste of ap,riroval by suthorizin¢ a¢ent. I-AES's.t W ly~ 4R Job Address Date I,egai Description cnwco eM\3 sr~ ~ftso.~N.~_ ~1~s I cAR SN _ Use of Building Owner _ Address Telephone sEwE Name oPDist:icc t=11a6T LR[ndividual Septia Pecmit No. Sewer Secvia Avai►abte Sewec Sen .a Not AvailaWe Commeats or Conditions: . I hueby cectify that availability of service is as indicatsd above. Signaaue otAwhoriud Agent ~ bate Je6erson Cowry Health DePmtmnt (IF S6PTIC) AuNorized The Gonsolidated Mutual Water WA'fER NeCm°e affimcx: PONI \\UTU Pky- ColotBda Well Pamit No. pi Waur Seivia Avaitabte Wattt SeT ice Not Available . CommentsorCondiuons: Water servace is sub{ect to compliance with the Company's rules, regulations and requirements 4or such service. I hereby aitity that av8illbility of secviae is as indicated above. Signawrc of A uthorited Agent nate Jeffeison County Health Deparhnant (IF WELL) ~ AWhplj7td :ignature Date 02/12/1998 17:10 3039872032 SDMS PAGE 02 Feb-10-98 09:47A DEVREYFAX 303 235 2857 P.02 CITY OF WHEAT R DGE CEItTIFICATE OF WATER AND SEWER SERVICS AVAII.ABILYfY Note to Applicant: A building pemrit wilt not be issued - dthout this Certificate signed by Ehe ' Disvia ar AgenCy supplyinS sernces. This Certifica e2 pires one vear from dace o to bv suthorizin,,,e aaent, 7ob Address Date Legal Description c s A Use of Building Owncc - Address Telephone - SEWE xaeisuict: (~~(2Ti~l~li`>T fndividualSepcicPetmitNo. ( Sewer SeMce Avaitable O Sewer Sen ce Not Avaifable Comments ar Conditions: _ l=nify ~t x is as indicnted above.- Signacure of Authorized Agent Date JeHorson Counry Health pepmtmerti (IF SEPT[C) Authorized iignature Dale n WATSR Name of District: . Colocado Weli Penmit No. Water Setvitt Available Wa[et Sea rice Not Availabte Commencs ot Condinons: t heseby certiFy that avarla6itiry of servia is as indica[e4 above. Sigtcawrc of Authociud Agent D-dtB Ieffetson Counry F#eaith DeQaetment (IF WEf.J-) - Dace Authoriuc Si~amie FES. 10 ' 93 (TUE) 09:42 COMMUNICATION N~; 1 PAGE. 2 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 6848 4/9/98 Property Owner : Property Address: 12851 W 32nd Avenue Contractor License No. : 19883 Phone: 771-2108 Company : Crosslands Construction Company phone : 771-2108 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, mles or regulations of the City of Wheat Ridge or covenants, easements or restrictions of rewrd; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $750,000.00 Permit Fee : $3,917.50 Plan Review Fee : $2,546.38 Use Tax : $11,250.00 Total: $17,713.88 Use: Date Description : Conoco Breakplace, Convenience Store w/gasoline and carwash BUILDING DEPARTMENT USE ONLY , . SIC ~ . Approval : SM Zoning : PCD Approvai : JE Approval:GK Occupancy : Walls Electrical License No : 18647 Company :Carlton Electric, In Expiration Date : 2/28/99 ~ Approval : See attached P.W. Review Sheet Roof : Plumbing License No :19972 Company :Lee Huddleston P Inc. Expiration Date : 5/12/99 Approval : Sq. Ft. : 3241 Residential Units : Mechanical License No : Company: Expiration Date : Approval: (i) This permitwas issued in accordance wi e provisions se[ forih in yopur appli ' n and is subjectto the laws of the State of Colorado and to the Zoning Regulations and Builtling Code of Wheat Ri olorado or any other a e ortlinances of ihe CiTy. (2) This permit shall expire if (A) the work au[horized is in sirzly (60) days from issue date or (B) ihe building authorized is suspentletl or abandoned for a period of 720 days. (3) If this pertnit ezpires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans antl specifications and any suspension or abantlonment has not exceetled one (1) year. IF changes are made or if suspension or abandonment exceeds one (7) year, fuil fees shall be paid for a new permit. (4) No work of any manner shall be done ihat will change the natural Oow of water causing a drdinage problem. (5) Contractor shall notiry the Building Inspec[or hventy-four (24) hours in atlvance for all inspedions antl shall receive written approval on inspection card before proceediing with suaessive phases oFihe job. (6 The issuance of a permit or the approval of drawings and specifications~shall not be construed to be a permit for, nor an approval of, any violalion of the provisions of il}€building codes or any othgr ordinance, law, rule or regulation. / I - Chief Building THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 2" x 2' GORNER GAP LAM 'CONOCO' FASCIA W/FALSE GUTTER t LITE•BAND - V4° X ib" ry DIA COL. lTTP1 DRAIN TFIRU ~ COLUMN DRIVE LEVEL SIDE ELEvATION I/B":I'•D" ~ IS CsA. StL. BRK'T "B" IR GIb 14GA ,-STL. DECK BllILDINCx SIDE g"a W i9e No~` i ~a J nu°°~ Q <`~'3 <ga ~ 6 'a > ~ Q 0 rt' B ~I~ e _ n ~ ~ I6 B ` n la e ~ N ~ PLAN vlElll ~ ve°:r•m° DESIGN CRITERIA: ; ROOF LIVE LD; 30 P.S.F, ' ' WIND SPEEO: 100 M.P.H. WIND HORZ: 33 P.S.F. WINO UPLIfT: 41 P.S.F. SEISMIC ZONE: 1 CODE. UBC 1994 NOTE: ALL ARROWS DN EA. BEAM RUN ARE TO POINT IN TNE SAME DIRECTION UM DECK TO BE FASTENED TO EA. OTNER NOMENt CDNNECTION @ EA. PURLIN LENCTHWISE USING #14 X 7/8' STITCH NOtE: ALL DIMENSIONS ARE DUT-TO-OUT SPLICE POINT. 5EE IOCATiON ON PLp,N SCREWS 4 35 C/C, BEGIN k END OF FASCIA GUTTERS VIEW W/THIS TAC. O WIMaX 6" FROM DECK ENDS. .,..~!~ta~k7r~smti~:e:?ud:«T&a ,h.•v.__ys.- . v. . . . ,...._.r:_.>».., . , ..e..... . , pR E G ~S f. , . . ; . , . F~, . . 0 ~ : ~ . • 0 . . lY ` . , qp • . ;o 3762;~ ~ I~ S~ p .....e...~,•A\V INSThILER TO INSTALL (8) RECESSED DECK ~GH'~, SUPPLIED BY CUSTO~IER. UYOUT '4 Q N A i'R011 WSTOIIER. ",~Nt~11~~~~ CP ~ d~ a ~ W~+ z W ~ ~ ~I 8 < < , m ° ~ . z ~ N Q = \ W ~ ~ N C~ N ~ $Wa >W ~ w U ~F ~ l" \ --.m L ~ ~ OF E NO . ' . ; U.m1131 . . r . . .y, . . Y 11h a 3/4'k18"X30' 3• COL TOP PIAtE UWI Y m POP ~PoVET ~ dl RCWD P05i COLLAR ANGI.E--~ 5PEGIAL DRAM PITJ M ~ ;p N N n. a ~ (U 3/4", fU P', 1(1) i I14"- MiEfdNAL GONDUITS ls GOL.°A-3" ONLrI 4" X 6" GIliOUT FOR - ELECiRICAL ACCE55 Wl IS CsA. COVER PLA?E USE (2) h4 X I" tEK- SCREWS (FIELD LOCATE) 318"X3"X5" GU55iE5 (8 REO DRIVE LEVEL SASE PLAiE ANCFIDR BOL1 i ~ I . ~ T~T - II ~ ~ ~ I I I I ~ I I I I ~ II I I I IL1Jj II II 94GA 1Af'ERED DRQM T61p1 COL 4ULK WkTER TIGNT) ~kI"kk. FLA TE "IjkrN 11,5q~~g.~ ~k 2 tONER 5 CJ PIIRL IN SPLIGE MOn~:) I V rUKLIIV 12 k t R~,,~ CplI~, 4 1Ei~ c~ ~pF-~~V p~~ POp ~ ~1Y i i i "`N~fcE ~T cT,.. , I I DR4M Mt0 SEWER I LOFAlECiION ST GLJ I ( ,y„CESS WOLE IWCOVER 3" AEOVE BASE pLAiE ~ `-b" STIIB FOR COrNECTlON To UNDEP43PZLND SEUER DETAIL e COLUMN 87 NOLES + 3 V1' GA 3` (CENIERED) 113l4", (U I', t lU I 1l4' X 90' SWEEP Wl PLASIIC GAPS f+ COllM "A-3" OA19.Y1 (U 118", !U I N8", i(U I 3/8" ~-DIA HOLES FOR GCNDUIT 5{lEEPS f+ COLUPN "A-3" CNL71 '12 x I I!4" tEK5 SGREW CUTOUT - FOR DRAM CAULK WATERTKoNT lONE SIDE ONLY1 -SEAL WELD 3" + SGH. 40 StEEI PIPE (BLALK) va' x16°o coluM 4' DIA 5GH 4m PvC PIPE Bkb'kg. ~TE ~q, ' D~q ~lis E ~pR~ P.iE~E~ R~ E . ,~aa Ea eOk c;~ ~•~u~~~~ T ~I~ • : .a~• ~ ~ % , Jr,~L_EY LYNN 4 ~ a C~~ . . . W ~ ~ 1 ~ ~ ~y ~ ~ s ~ , ~ "~..o.•"'~` c /0 L 1Y A 1. ;~~,5/1~45 DEGK SUPPORT pETAIL ~W< j~~ J 70Y W=P ~ ~WSO ~3 : 6 m ~ Q 0 0 8I -10 ~ m ~ p o ~ e p~ ~ 0 0 z ~ ~ N ~ N 0 C~ N C U~w wQ~ w N ~ 2 OF 3 ue«o. 11,101132 . ~ •T•` i i; ~ ~*.a"+~,G;~~. .v ~ a.~4 4}:~ tiye~.;d"~~~~.iavr'•g,,~~, ~,;rir~f+~.}' ~,~r"7~~~,~4'~~:-.~, i '..o5 'w0~' 4 ~ ~i ARINT Y Z+C+ -.ya ..A`~`, . . r'3'.. _ . . . }_)!',L' : I L~'•.•~. ~'ry~r, PURLIN TO TBEAM (3) 110X3/4" TEK SCREW (tOP, MID f 50T.}-\ I° LAM. PANELS q GANOPT 51DE5 P" X 2" COFdJER GAP IPJLI HEIGNT OF FAGE7 sIG ~SIDES . , a • ,a • . . . , • ~ e ~ 'd . a' F,ascia GUttER ' i o ~ ! cofRuER pEraiL NALf-51ZE l21 "14 X 1/8° LAP TEK SGREIll C-16 STEEL DECKING ' NOTE : CAUIK CONTINUOUSLY AROUND All fASCIA GUTTER, CENTER GUTTER, ORAIN AND POST COIUR ANGLE. NOTE: IINE UP ALL fASCIA PANEI SEAMS, bTTACH lAP AMGLE TO FASCIA ANGLE dc fASCIA GUTTER W/ #14 l( 7/8" LAP TEK SCREWS. ATTACN PANEL SEAMS TO UP ANGLE W/ #10 % 3/4° TEK SCREW. 014 x 7/8° LaP rEK ScREUu g BRACKET 4 OYERLAP FASCIA ANCsLE tTYP. TOP k Bl'r ~,45" CIC l PN" 6TD36 (I) °I4 X 1/8" LAPTEK SCREIU NOTE: USE (4) "14 X 1/8" LAPrEK SCREIUS e GANOPl' S1DE5 (MAX 6" FROM EA END) RED ACCENT BAND (PROVIDED Bl' OTNERS t INSTALLED B1' VENTAIRE SECTION "A" 3"=l'-@" "10 X 3/4" TEK- SCRELU 6-12" C/C TYP. TOP a BTM) LAMINATED FASCIA PANEL "A" (DARC KNAKI) N #lm X 314" TEK 5GRU1 ID BRK'T 4 m REGE55 OvERLAP LAMINATED FASCIA PANEL "B" (DARK KNAKI) LAMINATED FASCIA PANEL "C" (DARK KNAKI) 'FASCIA CSU?TER "14 X 1/8" LAPTEK SCREIU m i?" GC N FALSE Czl1TTER (POP RIVET TD FACE 0 ,1,~ FASCIA GUTTER g 24°.~C~,ZD~ R~G~S ~ ; x14 X 1/8" LAP TEK ' ~ <1\ ' 5Ci2EUJ g 16" C/G g ENDS ~ ~ a~ l2J EA. END, EA. PAN g 51p~ ; 1E NN : . . ~ lj~j 13762 . ~ ~ F ~ ,0 IV+Q",'~,~~j . ~ fP a= i! es 6 >W H w 0 e e n o a o a ~ . '49 s~ a ~ a ~ uO s w u ~ ~ N ~ Q ULLN 2QoF 3 U1Pil3JA 8'•0' (cavoPr wDn+) . . 9 + • . . . FOOTIN6 PLAN VIEW rursi.m~i i ~ I - - - - STfEI • J;& • C~SSET ( q9 pq py ~ FOUNDATION PLAN z NO SCALE CANOPr COLLM c,NERa. cartw,croa ro uOW wa•~c• t,san x 3* x 5' uCEFWatu A.nrE uU"iG W64E15 (D REQ'D SELONp Aq1R CF CCNCIMIE (ar osuER5) DRIVE LEVEI J • pa51 POLR 24' + LEYfI¢G I I LME NlTS . • ~ ~ 1!7 9U!' 91R" 1N' ~ 9ASE PLp7E d • I I• P D ~ ~ ~ .4 5!8' D1A NOLE N TIE.S ~ I ONC1qR BGIi I ( ( M BASE PLAIf • ti' ~ I ~ . ' I V4"1 NOLE I a I lTTPI ; ~ ' I I ( I ~I ~ I - S REBAR , I I I ' o'C)c top~ jp Bll'I BOt~I IUAYS 114' X I6'0 f' 1 J . COLIPN (tYP --r~~ -6ir' ~'-ra •~•7"-a r ~ --r' i ( ~ : 4 ~ ~ ;12 r p i' i i• ~ . 3!9'X37c5" • i a i, i B45EPLAif ~ ~ ~ ~ ~T ~ • r~-------~, . ' • a • . • • ' (CS) ~ I I , ~ FOOTING qETAIL SECt 2b'•0` C!G BL1f LDI~!G 51DE a=~'P - ~ worn~ > ~ . ~ . 261•0' GG 961•0" C!C 7b'-0" GC i V4"X16"e ( COIi~'?J Ai • ~ A1 baIME BASEPLATE rrrPicau BASE PLATE 'P' "ttIi u 11i" fr REG/ ~ ~ <f ~ y ~ ~ ~ • . v : 1E FF Y LYNN;: 6 ~ . ~ ~ <<% i •,~~I, fo N,A„ s ♦ ~llst -NOTE: LEVELINCs NUT9 ARE DE8IGNED TO RAISE OR LOUJER COLUI'N6 TO Ap,R187 FpR SMALL DIfFERENCEb IN COLUM LENCsTNB ANp FODTMG ELEV. 6 > ~ w a 0 ~ - LL e Co ~ m m *n v ~ ~ W~~ ~ Cg ~~~yp ~ W tl ~iC V I EL~ < m ~ O 0 H ~ \ ~ Q ; ~ N J I ~ Q ~ LL. ~ ~aa U ~Y 1. MiNIMUM ALLOIUABLE SOIL BEARMCs SFIALI BE 3000 PSF. OWM„n 1. CONCRETE SWALL 1dAVE A M9JThW GOMPRE9910N STRENCsTu 028 DAY6 OF 3000 Pb.l. 3.8ET GOLtlhOJS EXACTL7 YERTIGAL (U6E LEVELMG NUTS TO 40Jll6'f) ~OF~ 4. MMIIMUM 71ELD 8?12ENGiN OF CONCRETE RE1NFORCEMENT Is smmom Pai. "a W91133 +a- a i.~ . r : S f1M~+- ~ ~+;~'"i?rb~~,? ~.'~`'~nt'#hti''~'~.~~~'n•.~~`-.,~`«~",~+~.;~ ~ • , ti • +.y, ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 6848 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 4/9/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address: 12851 W 32nd Avenue Phone: 771-2108 Contractor License No. : 19883 Company : Crosslands Construction Company Phone : 771-2108 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat,[2idgEardinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED 0r DATE '4- a?yf~ Construction Value : $750,000.00 Permit Fee : $3,917.50 Plan Review Fee : $2,546.38 Use Tax : $11,250.00 Total: $17,713.88 Use : Description : Conoco Breakplace, Convenience Store w/gasoline and carwash Electrical License No : 18647 Plumbing License No : Mechanical License No : Company :Carlton Electric, Inc. Company : Company : Expiration Date 2/28/99 Approval : CviA° Expiration Date : Expiration Date : e y ~ Approval: Approval: (7) This permit was issued in accordance wilh the provisions set forth in yopur application and is su6jec[ to fhe laws of the State oF Colorado and to the Zoning Regulations and Building Code of Wheat Ridqe, Coloredo or any otRer applicable ordinances of the Ciry. (2) This pertnit shall expire if (A) the work au[horized is not commenced within sixty (60) days from issue date or (B) [he building authorized is suspended or , abandoned for a periotl of 720 daya (3) If this permi[ expires, a new pertni[ may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and speafcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. . (4) No work of any manner shall be done thalwill change the natural flow of wa[er causing a dreinage problem. (5) Contractor shall noti(y the Building Inspectorhvenry-four (24) hours in advance for all inspections antl shall receive written approval on inspection card before proce ediing with successive phases of the job. (6) The issuance of a permit or the approval of drewings and speciFlCations shall not be construetl to be a permit for, nor an approval of, any violation oF the provisions of the building codes or any oiher ordinance, law, rule or regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ` DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Property Owner. ~efro% Co'~~~~5 Property Address : Iz~'~~f lJ, 09,.."~? Phone: 771-2-fo 8 , Contrector License No. : Jg64(7 Company:Gar(f"on Phone: 7,ZZ°S 7~fZ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of YVheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and ali other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTR4CTOR) SIGNED,1yIi/~ DATE~I Z 7 Description:~y~eGfi~tcq~~/vG'uJ C-S~v✓G~Cqr~u{aJGL Construction Value : Permit Fee : Ptan Review Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY Zonm Comments"~ -g'_.---.w _ Approval : Zoning : eTIta~ 9 co-~ Approval : Approvai: Occupancy : WaIIs SIC Sq. Ft. : ~ C/ ~ Roof : Stories : Residentiai Units : Electrical Licanse No : Company : Expiration Date : Approval: n Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval: M Expiretion Date : Approval: ~ ~I~hs'IE2€c~tle~l~9 (1) This permit was issued in accordance with the provisions set forth in yopur applim6on anC is subjecl to the laws of the State of Colorada and ta the Zoning Regulations and Builtling Code of Wheat Ridge, Colordtlo or any oNer appliw6le ortlinances o( the Ciy. (2) 7Tis Dertnit shall expire it (A) the work authonzed is not commenceC within sixry (60) days from issue dale or (B) the Euiltling auNanzed is suspenEetl or abandoneE for a periad of 720 Eays. (3) . II ihis pertnit expires, a new permd may be acquired for a fee of one-half the artrounl normalry required, provitled no changes have Deen or will be made in the original plans and specificaUOns and any suspension or aEanOOnment has not ezceeded one (7) year. If changes are made or i( suspension ar a0andonment e:ceeds one (7) year, lull fees shall be paitl for a new pertniL (4) No wark of any manner shall be dane ihalwill change the natural flow ol wafer wusing a draina9e Droblem. (5) Cantraclor shall noUy the Builtling Inspedor hveny-lour (24) hours in advance lor all inspections and shall receive written approval on inspection wrd before proceetliing with successive phases of ihe~ob. (6) 'R~e issuance af a pertnil or the approval o drawings and specifiwGOns shall not be construed to De a permit for, nor an approval ol, any violation ol the provisions of the builCing codes or arry oNer orEinance, law, Me or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION F20M,-.TAYLOR PHONE N0. : 3036174384 May. 22 1998 08:15RM P1 LETfER 7RANSMITTAL ` ~I • ~ I' • q m< T 0. v C J n L J+ o• w v U600 5. U1.5TER, SULtE l►$o DENVER, GO 80237 p}¢0303177t-a10$ FAX 303/771-926u 70 DATE pROJECT Locanora On ATTENTION aE: a3 S-a-sss~ ~3r- gs ~ WE ARE SENDING YOU: ❑ HEREWITH ❑ DELNERED BY HAND O OVERNIGM ❑ VIA THE FOLLOWING REMS: ❑ PRIMS ❑ MYIARS ❑ PHOTOCOPIES ❑ n COpY OF LUiER O SPECIFICATIONS COPIES IDATE OR NO. I DESCRIPTION _ ~ THESE ARE TRANSMfITED AS INDICATED BELOW ❑ FOR YOUR USE O APPROVED AS NOTED 0 FOR APPROVAL COPIES TO: SIGNED: ~ 8a3/~,ypW37"fY / ❑ AS REQUESTED ~fOR REVIEW AND COMMEM ❑ RETURNED OR ORRECTIONS ❑ FROM :,.TRYLOR t75_09-1598 e-=32PM omn f~dmme . f2rN01eN76'/y~ .o ~Ac),n a-° I F li-Sir -I -l r End LUMiNAiRE ORDERING 1NFORN{ATIO~{ Selecc apPfaDriate choice from each co'umn to formutate order code. RefeTw examae oeiow. j;a eomillre Iptious LVmIrtNrt pfttwu- VmV upMSoo~cC « YWpge~ FMI511 Prefix '~~9a . SC S-9~mmtt~iCB - 3@6 SNV-Suoe~M¢vei fti0e P6-RessetlG~aea MT-MaM7a9 WMY-White NO-Ab6Dftns , e~p 3zo.aoowart EXAMPLE OF A TYPICAL ORDER ' SC - S-32O -SMV -PG -MT - WHT -MO •FOr imematiomef vo(taoas, wnsuit factory, PARTS & AGCESSOI@Y ORIDERING MFdRMAT10N oescnrtm am Nem6er . IamDftanqerASSamM'. 43575 320 Wffi ReALKeO EmekDE SNN Lamp 72187 400WmmRaEacedEmMpeSMVFarnp ?2192 Prismatlc Blass teu 3?D82 DvorFrertre6esket 70182 CanODYGesIzt. 30117 InremalSnlHE 122459 ~ ~-e- u LL'W ; ~ ~ Vlb U-) ' j/YL ITPL P.01 L~~ Lt5 ~c lD c10' -T)71 PHONE N0. : 3036174384 May. 22 1998 08:16RM P2 FRUt•t UEtJIHiKC SCOTTSDAi.E The City 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 _Whl GR1( May 9, 1998 David Myers Crosslands Construction Company 4600 S. Ulster Street, Suite 1180 Denver, CO 80237 Dear Mr. David Myers: The Scottsdale Luminaire submitted for use as outside lighting for the Conoco Breakplace being built at 12851 W. 32nd Avenue in Wheat Ridge, Colarado is acceptable under Wheat Ridge Electrical codes and specifications. Please consider tlus a followup to your first submittal. Sincerely, 11)•~ Bill Beusser Wheat Ridge Electrical Inspector (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 . . • - 'FROM : TAYLOR PHONE N0. : 3036174384 Sun. 11 1998 07:15RM P1 ' MEMORANDCIM . TO: KIM QUA'YLE PR014I; LLSA K. TA1(L,pA, 303/590.3771 SUBJECT: WRITT'ENAOCE[rI'RIVCE OFLIGFiMIGSUBMITTAL DATE: 06/09/98 CC: AAVID MYELiS Ftzday, David Myets, our Pmject Mauager, for the Conoco Srealcplace be;ng built ac 12$5I W. 32nd Avenue, Wheat Ridge, Cc,lorado asked me to acquire foa-mal written acceptance of our recem excerior Iighring subtnitcal. I mould realIy appreciate your help in obcairaing the Eollowing printed and signed on yaur letterhead Aavid Myers Crosslands Consttuction Compamy 4600 S. IJlster Street; Stute 1180 T7enves, CU 80237 DeAr David: The Scotrsdale Lvminaire submieted for use as outside lighting for the Conoco FSreakplace being built at 12851 W. 32nd Avenue in Wheat Ridge, Colorado is acceptable under Wheat Ridge codes aud sperafications. Please consider a followup to qrnu Eirst su6mi[ta1 Sicnerety, Wheat Ridge Bwlding Official 4w,c .?34 -'~r$«+v Reneivetl: 6/11/9B B=14AM; FROM :TAYLOR J!-v,~'=yyii J~•SGM'I PCILR!'"-] t1 ~~e Intxy~p ForMViN76791 ~AcJ t A~ Feve 3036174364 CITY OF WHEAT R::DGEg Page 2 PHONE N0. : 3036174384 Jun. 11 1998 07:16f-:Si P2 Fh':Al, VtNIHlkt: '71C/-1VL1-~141'.Y IIJ Y'(1`JGG.1 P.O_' SCOTTSDALE ~nca ~ ~ Fsd L~1{~{/~~ ~~NG IN~W~T~N Select approprf2M cYqlGe from eaCh cOEUmn tp formokte ordercollp Refer to 9%8mple balow. 1wwft*C d~bW011 wa14ge LIgMlo0e2 . lAnt T [im 401Mp!• lnntisfM l~bM1 pP0m 3C S-SS'mexrtloal 320 3MV-SemerMet51F191be PG-Pr%sed6~ fAT-MoldTa? WHT-Wqpe q0-Natynor;S 400 520.400Wmt - • El(AAqPLE OF R TYPICAL dRpF.R ' SC - S- 320 - 3MV - P6 - IYIT - WNT NO ~ •rar nAm~ronzlvwtagas, oorxurc Facto,y. PAItTS & ACCESSORY C3RDE6dl9+[~ ~NFOPMAWN oeearo6q+ anuw ~o ~ ~ 920 Wa4 HeAuced EnwlWe $MV Wmu ZitBY SaOYACRedu:ad'EmWapeBldV[amp Mt5s3 Priana¢8hmtwne. 37L62 owr•n"cmca :mez Canop-v Gaf¢K sDi77 IMkttulBMefd 22459 s-. TO1'RL P,01 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7124 ' BUILDING INSPECTION DNISION - 235-2855 CITY OF WHEAT RIDGE Date : 5/27/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 12851 W 32nd Avenue Contractor License No. : 18140 Company : Air Zone Tec Phone: 215-9206 Phone: 393 6066 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordinances, forwork underthis permit. (OWNER)(CONTRACTOR) Description : H.V.A.C. Construction Value : $24,000.00 Permit Fee : $338.00 Plan Review Fee : $0.00 Use Tax : $360.00 Total: $698.00 Use: Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval : Expiration Date : Approval: Expiration Date : Approval: (7) This permit was issued in accordance with the provisions set forth in yopur appliraUon and is subject to the laws of the State of Colorado and to the Zoning Regulations and Builtling Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is no[ commenced wifhin sixty (60) days from issue date or (B) the building aulhorized is suspended or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or a6andonment has not exceetletl one.(7) year. IFChanges are made or if suspension or a6andonmen[ exceeds one (7) year, full fees shall 6e paid for a new permit. (4) No work of any manner shall be done thatwill change the na[urel Flow of wa[er causing adreinage problem. (5) Contractor shall noli(y the Building Inspecror hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before proceetliing wi[h successive phases of thejob. (6) The issuance of a permit or the approval of tlrawings and specifications shall not be construed to be a permit for, nor an approval of, any viola[ion of the provisions ,pf the building codes or any other ortlinance, law, rule or regulation. Chief BuildY'fig Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING WSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : G b I g BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : C o §'/'rz' cb Property Address : / a SpSI/J W 3 a n~ ~F Phone : a/~~a~ 6 Contractor License No. : /O ~%o Company: AI Zo.bC' T'Prt Phone: 3~/3C06'(' OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : a~/~ I hereby certify that the sefhack distances proposed by this pertnR application are accurete, Pefrtllt F@e : and do not violate applicable ordinances, rules or regulations of the City of 4Vheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this Use Tax : application, and that I assume full responsibility for compliance wRh the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea idge ordinances, for work under this permit. TO181 : $0.00 . (OWNER)(CONTRACTOR) SIGNED~ DATES `ol 7' ^ US@ : Description : BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft : Approval: Zoning : M~~ Approval: PQ6l Approval: Occupancy: Electrical License No Company : Expiration Date : Approval: Walis : Roof Plumbing License No : Company: Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (t) This permit was luued in accadance wiN the pmvisions set lorlh In yopur applkabon and is subject to the laws of the SUte ol Coh2CO and to C~e Zoning Regulations a~M Building Cade of Nfieal Ridge, Coiorodo or any other applipble ordinances a( ihe Ciry. (2) This pertnit stwll ezpire if (A) the work a Wwnzed is rrol mmmenced within sixty (60) Cays from issue tlate w(8) the bNldinp aWhorized is auspenAed or . a6antloneE (M a perioG of 120 days. (3) II Ihis permit expires, a new pertnrt may be xquired fa a tee ot one-hztt the amount normaly required, proviEed no changes have been or will be made in the original plart5 anO speafica6ons and any suspension a a6andonment has not exceeded one (7) year. II changes are made or H suspension or abandonment e.cee05 aie (t) year. full fees shall he palC lor a new permit (4) No work ol any manner shall he done that vrill change the naWrel llow of water causing a Crainage problem. (5) Canfractw shall rwGry the BuilGing InscecWr twenty-tour (24) hours in advance tor all inspedions anC shall receive written approval on Inspedion pid before roceeaiiig wBn successlve pAaxe ot the lob. (6) p - The issuance o1 a pemut a the appmval of d2wings ana spedfiralians shall rwt be consWed to be a pemiil tor, nor an approval oL afry Nolation of the pmvislona d the buildinq cades or any other oNinance, Ww, mle a rcquWGon. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7325 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 6122/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properry Owner: Property Address : 12851 West 32nd Avenue Contractor License No. : 18998 Phone : Company : Aspen Sign Co. Phone : 391 1924 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Vaiue : $12,300.00 ' I hereby certify that the setback distances proposed by this permit application are accurate, P2ffTlit F2B : $150.00 . and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or d ll ti t h 00 $0 Pl R i F own, an a ega ons s s covenants, easements or restrictions of record; that all measuremen . ew an ev ee : made are accurate; that I have read and agree to abide by all conditions printed on this $184 50 U T application, and that I assume full responsibility for compliance with the Wheat Ridge Building . SE 8X : Code (U.B.C.) and all other applicable he Ridge ordinances, for work under this permit. Total: $334.50 (OWNER)(CONTRACTOR) NED ATE y - Use: Description : Multi signs package for Conoco, see attached drawings an d plans BUILDING DEPARTMENT USE ONLY Approval : MR Zoning : PCD Approval: BG Approval: Occupancy : Walls SIC : Sq. Ft. : All signage shall be in accordance with approved PCD development plan Electrical signs must be U.L. listed. Electric by separate permit Roof Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approvai: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (7) This permit was issued in accordance with fhe provisions setforth in yopur application and is subject to the laws of the S[a[e of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any o[her applicable ordinances of the City. (2) 7his permit shall expire if (A) the work aulhorized is noi commencetl within sixty (60) days from issue da[e or (B) the building aufhorized is suspended or abandoned for a period of 120 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-half [he amount normally required, provided no changes have been or will 6e made in the original plans and specificalions and any suspension or abantlonmen[ has not exceeded one (7) year. If chan9es are made or if suspension or abandonment exceetls one (1) year, full fees shall he paid for a new permiL (4) No work of any manner shall be done that will change the natural flow of water rausing a drainage problem. (5) Contractor shall no6ry ihe Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing wi[h successrve phases of the ~ob. (6) 7he issuance of a permit or the approval o~drdwin95 and specifications shall not 6e consW ed to be a permit for, nor an approval of, any viola[ion of the provisions of the buildin des or a/~y other ordinance, law, rule or regulalion. `~JQN.'~. . . Chief Building Insp tor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION -9786 Tammy ivey Pager~ 4,2y7~~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :(p -19-Gje 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properry Owner : Conpc c) Property Address : ( a &J 1 1RJ , 3a~ R\)enu e Phone : Contractor License No. : 8qC? 8 Company : 43-4~RS ef-) cSi f) `c%Mpll,'l Phone : ~I -3~ I- CIo OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Valu :Q, 300 I hereby certify that the setback distances proposed by this permil appliwiion are accurate, Ip permit Fee : 1.50.00 and do not violate applicable ordinances; rules or regulations of the City ot Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed oa this Use Tax : applicalion, and that I assume full responsibility for compliance wilh the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh?t Ridge ordinances, for work under this pertnif. - TOt81 : $0.00 . (OWNER)(CONTRACTOR) Description l} l 5 ~ ~S ~p~kCZG `2 , `~jee Use: BUILDING DEPARTMENT USE ONLY Approval : Zoning : /~C A Qs,v . F_qIHRMCb3R= 1-" lectrrc(4l 5;y n s )musf be (,C. APProval : P.Qls1C Approval : Occupancy : Walls Electrical License No : Company : Expiration Date : Approval : Roof : Stories : Plumbing License No : Company : Expiration Date : Approval : ru . A .,y: RECEfVED JUN 19 1998 Mechanicai License No : Company : Expiration Date : Approval: (1) This pertnit was Issued in acmrdance with the pmWsions set forth in yoW r appliw6on and Is su6)'ect to the laws of the Slale ol Cob2AO and lo the Zoning Regulations arM Buiiding Code of VJheat Ridge, Coloratlo w any other applica0le ordinances ol the Ciry. (2) This pertnR shali Pxpire il (A) the vroric authorized is rwt commenced wiUin sixty (60) days Irom luue tlate w(8) the buildiny aulhonzed Is suspeMed w abanCOneA tor a perlo0 of 120 days. (3) If ihis pemdl expires; a new permil may be acquired !or a fee of one-half the amounl nofmally requireE, provided no changes have been a vrill be matle in the original plans and speaficaGOns antl any suspension or abantlonment has nol exceedetl one (1) year. II changes are made a if suspension w abandonment exceeds ane (1) year, (ull tees shall be paid for a new penniL (4) No work ol any manner shall be done Ihat will change the natural tlow ot water causing a drainage problem. (S) Conuacior shall notiy the Builtling InspeUOr twenty-lour (24) hours in advance for all inspections aM shall receive wririen approval on Inspeclion pM before proceediing wi1M successive phases of the Job. (6) TTe issuance ol a pertnit or the approvel o(dawin95 and specRratlons shall nol be consWed lo be a pertnit fw, nor an appraval ol, any WWaUon of the provisiona . ol the builtlinp codes a any ofher adman[e. Ww, rule or reguWGon. for Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION . 0 0 W ~•w a _ =o aa ee ~m a 2 ~ ~ a ~ ~l ~ ~ ~ ~ a 2 - ~ ~ ; f SK)N lYPE (A) ~ . ~ ~ O ~am I Sc::> u-r N E LF N-~ --Lc:,,~J • I g~ O ~w MW=U , ~ , PARAPET FIASNiNG, INTERNALLY ILLUMINATED PAINT TO MATCH MEfAI SPANOREL PANEI BUIl01N~ LOGO SIGN ACRYLIC COA' ACRYLIC COATED POLYStER GOOSE NECK LIGHTING MOUNTED TO FRAMING, WINDOW AWI~ "ENDICOIT" COPPERTONE .~,E~~ ~ INDOW AWININGS, HEMLOCK FlXTURES, DARK GREEN {iYPICAI} TWEED SMOOTN (1YPICAL) PAINTEO DARK GREEN , p ~ G~ A ~ ~ ~ Y ~ 3 j ~ . T e~ ~-l ~ ~ ~ , „ • ..r~~: : . Kr ~.i . . . . . . . . . . , y..~M1. ~ . . ~ . : , , . . .4 ..r. . . . . . , . ~ . , . . . . ~ . e / ~ / / r~ f / ~ . / ! ~ / / / / / / / / / / / \ ~ si r /s s ~ i~ iii ii ~ - i / / / / / / / / r~ ~ii / / / ~ / / / r ~ i ~i ii ~ i _ DARK KHAKI MEfAL i" INSUTATED GLASS WITH AUTOMATIC SLlDING ENTRY M~DUI.~ PANELS (TYPICAL) LOW-E COATING AND THERMAI DOORS W/ 1" INSULATED "ENQICi FRAMING SYSTEM (1YPICAL) GLAZING SMOOTI WEST EL~VATIQN , SCALE: 3/16" = i'-Q" v ROOF LINE METAL STANDING SEAM ARCH AND fRAM(NG. PREFINISHEQ ROOF Ta MATCH CONOCO DARK KNAKI, PAINT ARCN FRAMING DARK GREEN, N ~ ~ r ~ ~ I INTERNALLY ILLUMINATED BUILDING LOGO SIGN ( _~~_~a_..._-- I ~ ~ _ , L ACRYIiC COATED POLYSTER • N WiN00W AWNINGS, NEMLOCK 1WEED R r r ~ ~ tD ~ ~ N STEEL FRAMING, PAINT DARK GREEN ~IQRULAR BRICK FACING "ENDICOTT" COPPERTONE , SMOOTN (TYPICAL) I r MODULAR 6RICK FACING ~ "ENDICOTT" GREfN GLAZE SMOOTH (TYPICAI) ~f' LEVATIQN NORTN E SO UTN ELEVA TI SCALE: 3/16" = 1'-0" SCALE: 3 16" = t'- " / 0 EXIT LIGNTING RQOF LADDER ROOF LINE (TYPICAL 2) rn i, m ~ a~ cn rn ~ ~ <r ; N .S G p 0 m ° 0 t p ~ INIERNALLY ILIUMINATED ~ ° BUILDIN6 LOGO SIGN ~ ~ d .ti ~ ~ / e i i i 3 i i ~ ~ ~ ~ ~ ~ _ ~ : ~ ~ o . ~ . - ~ . _ ~ a _ i ~ ~ PAINT pqOR AND FRAME TQ MATCN "ENDICOTT" COPPERTONE SMOOTN c .x. %avoj IIV-OOOq " EAST ~ ~ ELEVATION ro C; SCALE: 3/16" = t'--0" rn 0 U ~ BUILDlNG ELEVATIONS / O U J O Q F- U1 CO d / Desi ned 6: PSN Date: MARCN, 1996 Sht ` S Drawn 8: PSH Scale: 3 16" = 1'-0" 6 0 F 7 Checked 6: MDC Disk File: PC09ELEV SIGN LOAD ANALYSIS PROJECT: ~ PCL -170 8 32ND ~ SIGN: 50'SIGN ~ DATE: 06116/98 . ~ . . . . . BASIC WIND SPEED 90 mph EXPOSURE . . ~ _ C BASE WIND PRESSURE, qs207 psf UBC CODE (88,91) . . 91 . - . - ~ ~ . . . . SIGN A S E GM E N T SEGMENT CUM. SEGMENT ~ CUM. ~ MARK WI DTH . LENGTH TOP HEIGHT BOTTOM HEIGHT AREA W LATERAL FORCE LATERAL FORCE ~MOMENT ~ ARM MOMENT . ATBASE ft ft ft ft sq ft psf kip ki . ft kip-ft 1 6.17 43.8 124.0 *1.43 1.4 41 A 5.139 5.139 3.1 ~ 15.86 2 ` 14.00 6.43' 43.8 37.4 90.0 41.4 3.729 8.868 32 60.87 3 2.67 7.40 37.4 30.0 19.8 38.0 0750 9.6'IS 37 ~129.27 4 2.67 30.0 25.0 13.4 35.6 0.476 10.094 2.5 178.55 5 w; 2.67 -"5.00~ 25A 20A . 13.4 1.19 1.4 34.5 0.460 555 2.5 230.17 6 ;C 2.67 15.0 13.4 1.13 tA 327 0.437 10.992 2.5 284.04 7 2.67~ 15.00:~ 15.0 0.0 40.1 1.06 1.4 307 1230 12222 ~ 7.5 458.14 0.0 OA 1.06 1.4 30.7 0.000 12222 0.0 458.14 TOTALS 12.222 458.14 Galloway, Romero Associates Englewood, CO (303) 770-8884 Sign.xls 6116198 9:26 AM 1 of 1 DRILLED PIER DESIGN ~PROJECT: . PCL-170~&32ND.~ ; . PIER LOCATION: 50' ~SIGN DATE:~ 06116/98 08:50 AM. INPUT (all values referenced to top of pier) PIER DIMENSIONS: LOADS: ~ END DIAMETER ~ - : - 48.00 in ~ LIVE . = 0.00 kips SHAFTDIAMETER 48.00 in DEAD = 4.00i;kips ~ LENGTH 15,00C. ft UPLIFT: EMBEDMENT 15.00'~ ft WINDUP _0.00kips ~ ~ EFFECTIVEEMB 15.00 ft (soil) ~ ~ 0.00 kips . ~ SWELLINGUP . . _ ~ REINFORCING: TOTAL UPLIFf . . ~ 0.00 kips . BAR SIZE QUANTITY O.T. MOMENT = . 229.07ft-kips CLEARANCE 3.00 ; in: ~ ~LATERALLOAD kips BEDROCK OR SUPPORTING MEDIUM: END BEARING 2.00.` . ksf Pc 3000 psi (N)ET OR (G)ROSS ? Fy = 60 ksi ~ USEUBCVALUE? _ :N '(Y/N) . ~ SIDE SHEAR: CONSTANT 0.00 ksf VARIABI.E . - A:00 ksf/ft . ~ MAXIMUM MIN DEAD LOAD ` -klsf pier end SIDE SHEAR ksf LAT'L SOIL CAP. psflft depth STRESS INCREASE UNIT WT. OVERBURDEN 150 ,2 . pcf . . ~ OVERBURDEN DEPTH CALCULATEDVALUES (perpier SIDE AREA (W SUPPORTING MEDIUM) = 188.50 ft"2 ~ 188.50 END AREA . . = 12.57 k"2 . . . PERIMETER 150.80 in . . ~ PIERWT(FOR~UPLIFT) 28.27 kips . ~ ~ ~ WT OF OVERBURDEN (FOR UPLIFT) 0.00 kips ~ ~ . . . . EFFECTIVE PIER WT (FOR BEARING) ~ . O.W kips~ ~ ~ ~ WT OF OVERBURDEN (FOR BEARING) = 0.00 kips ~ . . . ~ . . DEAD IOAD 4.00 kips ~ - . ~ ~ . . LIVE LOAD 0.00 ~ kips . . . ~ . ~ ~ . ALLOWABLE UBC END BEARING = 6.00 ksi . EFFECTIVE AXIAL LOAD (DL + LL) - ~ = 4.00 kips ~ . ~ . ~ . ~ NET RESISTANCE TO UPLIFT 3227 kips REINFORCWGSTEELAREA - 8.95 in^2 ~ ~BEARING TOTALDOWNFORCE~ ~ . = 4.00 kips . ~ ~ ~ ~ ~ END BEARING CAPACITY ~ - 25.13 kips . . ~ ~ SIDE SHEAR CAPACITY 0.00 kips ~ . TOTAL PIER CAPACITY 25.13 kips RATIOACTUALLOAD/CAPACITY . 0.16 15.9%~within~iimits UPLIFT: ~ . . . . . . . ~ ~ . . UPLIFI' 0.00 kips ~ ~ . TOTAL DEAD LOAD 3227 kips SIDE SHEAR CAPACITY = 0.00 kips TOTAL RESISTANCE TO UPLIFT 32.27 kips : . MIN REQUIRED DEAD LOAD 0.00 kips~ RATIOACTUALLOAD/CAPACITY 0.00 - > 0.0% withinlimits RATIO RESISTANCE/REQ' DEAD LOAD ~ _ . #DIV101 . ~ ~ . #DIV10! MINIMUM REINFORCING CHECK: . BAR SIZE 9 . ~ . SPACING AROUND PERIMETER 1676 in RATIO TO GROSS AREA 0.0049 UPLIFT CAPACITY ~536.77 kips ~ Galloway, Romero Assaciates - Englewood, CO (303) 770-8884 . Pier.xls 6/16198 8:50 AM tof 2 i:: STABILITYANALYS/S: UBC 2907(g) CONSTRAINED CONDITION d: TRIAL EMBEDMENT - = 15.00 ft- Ph: APPLIED MOMENT = 229.07 ft-kips BASE UNIT SOIL LATERAL CAPACITY - 125 psf/k depth (fable 29-B) TOTAL STRESS INCREASE 2.00 ADJUSTED UNIT SOIL LATERAL CAPAGTY = 250 psf/ft depth . d: DEPTH FOR LATERAL CAPACITY CALC _ 12.00 ft . S3: ALLOW. LATERAL CAf'ACITY AT d = 3000.00 psf d: MIN. EMBEDMENT = 4.25 Ph I S3b = 9.01 ft > within limits NONCONSTRAINED CONDITION d: TRIAL EMBEDMENT = 15.00 ft . P: APPLIED LATERAL FORCE 6.11 kips " . h: GROUND TO LATERAL FORCE = 37.48 ft . Ph: APPLIED MOMENT = 229.07 ft-kips . . - BASE UNIT SOIL LATERAL CAPACITY 125.00 psf/ft depth (table 29-B) . : TOTALSTRESSINCREASE = 2.00 . ADJUSTED UNIT SOIL LATER4L CAPACITY = 250 psf/k depth d: DEPTH FOR LATERAL CAPACITYCALC = 12.00 ft . S1: ALLOW. LATERAL CAPACITY AT d/3 =1000.00 psf . A=2.34PlS1b = 3.57 d: MIN. EMBEDMENT = Al2 (1 +(7+ 4.3( = 14.00 ft > witfiin limits Galloway, Romero Associates Englewood, CO (303) 770-8884 Pier.xls 6116198 8:50 AM 2 of 2 BASED ONzACI CODE 1983`EDITION UCT,IMATES'FRENG7H DESIGFI ~A 'N i ~4 + ~x PROJECT KNOWN INFORMATION (FROM MOMENT, SHEAR DIAGS) ~ APPLIED UNPACTORED LOADS: TRIAL BEAM: L.L. MOMENT = ~-,'0i00 - R-kips BEAM WIDTH (b) = 42.00inches . ~ D.L. MOMENT = 240!53.:ft-kips BEAM DEPTH = 42.00?inches . ~ L.L. SHEAR ~ _ `0'.001 kips . inches ~ ~ d (1 layer) ~ = 38.44 . D.L. SHEAR :36``kips TENSION REINFORCING: ~ MIN CLEARANCE BOT = 3.00in ~ REDUCTIONFACTOR-TENSIOI = 0.90~(ACI9.32) CLEARANCETOP = 37.88'~in . fc ~ '=~~a30W~lipsi BARSIZE Fy. . "~~~`80=ksi NUMBER 3~ ~ REDUCTION PACTOR-SHEAR = 0.85 in SPACING = 14.00 ALLOWABLE SHEAR = 8879 psi ACI 11 -6 SHEAR REINFORCING: . . ~ ...;:3 SIZE= _ ; TENSION REINFORCING ANALYSIS BETAt = 0.85 . ~ m = 23.53 Ru = 0.0724 . MAX REINF RATIO 0.0160 MIN REINF RATIO 1~ = 0.0033 . ~ ~ MIN REINF RATIO 2 . = 0.0016 MIN As REQUIRED 2.63 REINF PROVIDED RATIO = 0.0018 ~ ,qs 2.98 88.3% . > within limits WT. PER LIN. FT. 10.15 ~ y ~ . . _ ~ 1.67 in . . . . ~ . fc (BENDING) 1.70 ksi ~ . fy (BENDING)~~ 40.04 ksi Mn ppaaty . _ ~ 560.66 ft-kips # ~ . ~ . . ~ Mn actual 374A6 ft-kips ~ . 66.7% ~ > within limits SHEAR REINFORCING d distance from support) ~ Vc allow = 143.34 kips . Vu . 9.89 kips ~ ~ 6.90% ~ of allowable shear reinforeing not required ~ w 6.13 Psi . ~ . . . MIN. SPACING $.25 inches ACI 11.5.62 ~ _ ~ - 6.31 incfies ~ ACI11.5.5.3 . . . = 1922 inches ~ AC111.5.4.1 . . ~ ~ . . USE SPACING ~ - ~ ~ - -9.00 ~ inches MOMENT-0F INERTIA ~ Ig 259308 in^4 Icr 37791 .in^4 ~ . p - . . . 9.50 fr ~ . = 410.79 psi . . . ~ . ~ ~ ~ . ~ . x: NA from comp fiber = . 1.97 in yt 21.00 in ~ . ~ . . ~ ~ Mcr 422.70 ~ft-kips ~ . . ~ . . ~ McdMmax 1.757 Ie.(ACI 9-7) _ . 1240060 in^4 Ie applicable ~ = 259308 in"4 Galloway, Romero Associates Englewood, CO (303) 770-8884 Beam.xls 3/17I98 11:06 AM 1 of 7 ,GOacocp `'1'/ n T6UNO~o1~.~eln P- A& Tza ct 5~'2.,d 9 6, / CG ~ ~dl)c f~ qK DO/C~ . b' ~ ~ ~ I I ~ ~ I #lt' ~:cr e lzu6_ c 11 ~ 0 ~ ~ •4 I ~ O Li pOR~ ~ • . - F 12 o ~ 25C90 ~ V , y NR~ d~- T ~ra ~ti ~ o %s JllC-02-98 THU 09;40 P,01/02 / ~ Gatlowa . Romero & Associates oesign Engineering Planning 5350 DTC Parkway Engtewood, Cotorado 80117 l3031770-8884 (303) 770-3636 FAX FAX TRANSMIT7AI. SO: & Ty iQ6c.LEQT FAXNUMSER: 235-z~7 . COMPANY: - C1TY & STA7E: FROM: DA'CB: - t (1 G ~ PAOJEC7* RE: DESCRIFTtON OF CONTEMS: NUMBER OF PAGES INCIUDIN6 TRANSMITiAL L.ETTER cOMMENTS: i£ 1 a~ JUL-02-98 TNU ~ ~ ti ~ ~ €3 • WWYPOi ~ G ~ ~ • B~acro 0 ~ Z ~ E ~ • • avFacve ~ 5 kF Y ~ F ) v ( II v flV~m~ 0 , ~ ? .m = a~ y C Z ~ p O O °oo ~ n a a ` z m ~ ~z A y ~ ~~9 ~ ~ 'F $8~ $ E~ ~ g S SL ~H~ ~ y } T ~F S 5 RgE 4£ ]!22 OO m ~ m q !S£ m a cg g~ 5 ~ ~3g 7 k ~$g ! E Y~ O1 ~ ~ N ~m ~m S~ °z g ~ P. 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 July 7, 1998 Mr. Lowell Bender Galloway, Romero & Associates 5350 DTC Parkway Englewood, Colorado 80111 The Ciry of ~~pF WHEqT'PO i GWheat ci m GRidge C'°coRaoo Re: Petroleum Concepts at I-70 Business Center, I-70 Service Road West and West 32°d Avenue - Completion of I-70 Frontage Road West Dear Mr. Bender, This letter is to serve as a follow-up to our telephone conversation last week concerning the question posed as to who is responsible for to placement of the remaining top lift of asphalt on the east half of the frontage road. After researching the project file and obtaining additional historical information, I have confirmed that the developer for this project is responsible for the construction/placement of the top lift of asphalt paving to the centerline of the existing roadway. In addition, the developer is responsible for re-striping the affected portion of the frontage road to City standards. Please be aware that this work will need to be completed to City standards prior to the approval of a Certificate of Occupancy. Also, all necessary permits and licensing will need to be processed prior to commencing with this work. If sAu have any questions, Please do not hesitate to contact me at 35 2868. 5'n rely, . Gr g Kdson, M.P.A. Development Review Engineer (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235•2949 CrossTands Construction 4600 S. ❑(ster St., Suite 1180 Aenver, CO 80237 ` (303) 771-2 i 08 r fax (343) 771-9264 FacsfmPle ?ransmittal GJ . Y t~ Z,~ ?O: AARI-✓ /1',n,~{,~,✓ FAX: a3s = a 9s,~ ' PHONE: FROM: DAVID MER.SD'ExrENSIoN 4os DA?E: ~ SUBJECT: I~" PAGES (IAlC,COVER) y IdOTES: ~ „41i !5'~~Z ~L L~✓~.L'AJ.4L ./~-o`c L'L L Gc~ 2(_ . ,44 C k , ,43& n T 39t1d :Xtld d-~9196;:tlJ eO1UO?I:QI 9Z:61 86. S0/80 8LG'ON 31IJ Jun-15-98 08:16ADEVREVFRX 303 236 2867 Tha Clly Ol 7600 WE87297-HqVENUE • WHEATRIDOE,COLORADO 10275 GWheat qZidgPi FILE May 9, 1998 David Myare Crosslands Construction Company 4600 S. Ulster Street, Suite 1180 Denver, CO 80237 Dear Mr, Devid Myers: . P-O1 The Scottsdate Luminnire submltted for use as outside I ghting for the Conoco Brankplace heing built at 12851 W. 32nd Avenue in 1Yheet Itidge, Colore io is accaptable under Whoat Ridgc Elettrical codes and specifications. P)esae consider this a foJtowup to your first eubnr;ttal. Sincerely, Aill Beusser Wheat Ridge Electricnl Inspectot 51,Br,►Aa 1 F,'k FILE W/w.✓ &LAj j-*i.4' 003)XM-5900 . ADMINI6TAATIpNFy(:231•S82a . IpLIOE OLPAFfM°NTFRX:233a9a9 7 390d , • :>:hj dj9T96Y.tlj eo!uo71:QI GZ:ET 86, 50/80 8LL'ON 31IJ 06/03/98 OY:YS FAR 0181660-1-0419 VEN'I'AIRI3 CORI' .7un-21-00 03:24A SCQTTSDALE' DOWNLtCHT REFLECTOR AND i►iTrna, . _ _ Taots needed for Installation: t, LampChanpor PAR-t No . Jyl 7- 5"? 2. GrPan Ury Acq ~Q 2 ~SUr,prts !ar ~~c P~arec~iun ~ rnir ; ELFCTR7QpL yf}pCK NAZqRO !S PO$$18LE. Innuue lt+at all aiectncmi «~PrIpnt Ig tumeq oR betnra procag6i~s with thls Inatdllatlon PrefPrred installation Method !F Baiile is Corte-Shaped.., i 9ut on tnn l prolevetinn and mako Duro mai arty speCtatora ato a sale dletxnqe awey. 2. Open liXrure aaqr yoing the hook and of tha ipmp phir9e, 3. IAv6d th. IanP cherlper pntl rSmOvtl tho Iamp tram (iN bpeKOt. d. Caan tnO iemp wrth Ns elean dry elcth and rmh,m to the tlamp poRlen of the chenper. 5Install th0 baflle OrLY 110 trggp Of th0 IWnp WGh the Ielye viamelet down, 51iCc tbe rftleetat L2own fu the ahOUlder o) Iha g1a0a pv«ipn. Qee tiq,1 8 Relntfall the lamp In ,18 soaket aod aea[ the iemp try tfghtenmy. Miun ioaaening and redphtRninq tno lamo. Pemovn the iamp chrnyoa B. hmprt 140 Ihrno chanys, ann cloas the nccurQtlCOr uaing the Raqk enC 9. qlnpoet abcv: ste?s tar autn of the ramaining fitairos. rd 0'L F+. U^c !r QaH1e is Flat., Plaae 6afflm ynwn. 'nicn ihn lmfye gao fating 7m1. You will notlce a cenlar hels_ twe eilts naar cemer liaqr, a„d s tab anC VCI nedr [118 pUtSiCe Pe!qa. Qn anr ,;icQ, yantl nn@ odqn nnar 91it up wiiFIriIy, On Mhar e7de. Ovnd aupuaico 902e near etrtOr giit 4 !tliqt;i} henC tdC uL slisntly. Va~etllno9A yi0ry @f0y h0 helPtuL Saa F{y_ y. 7um 7d'lIA Over Sr :ny! GerCa arB :sGir.g ;r•,rn, Wilh Iho pAlmS Ot ytlur handa laainq Up. grntf ❑nHY6 nEBr 3ap qn cuI• s:Cp atleo 7WC nenae :iq;thR,. 90 t`A[ l11e ;IqS niel tegather. hy overlapping edges antl /crming a co-+e. niote! ~aye •-iti WO f!luzt ;;vptira ~;tnel eCS~- --;,ncinue pulling lopglh6l al ni}1girJ@ gdge, yu thal lab meaes sior. Allow taA t0 in:grt 91C1. 3er F,g, j . Now loilow aleps + thruugh 9 ADOvB. Aiternate ,Nethod ° ~;zirp 8 94ur.C and :7rJaer'a~Car ar scat!~ic~ng nne ~y9 C!ot9G!'cn her!prrtt 'ha itpv? ,;.nn ihe u;o uf a lamp cnaager CAU7iONa.1o..y~if~arm ;im= tG, thc famp ltl Co,l ~Pto, :urn.rtg o1f ehn pill :0 plevant GL:ny J ?rcceean,Ih :1nr"sh 9. ~ i L ai~y-i.t NCV 1~9? 7so (eond up 91I9htly1 ft Fig.:! wf1 . . C.,.cn~`G.,~~eY.t • ieyti90d~r7 ♦ >a..f•l.'1;.::~s / J \ / s]]S.f[arDall 1n; E 39tJd ~%:k1j d~9T96XHJ eoiuoA:QI GZ`•£T 86. 50/80 8LCQN 3']IJ 08/09/98 02:25 PAX 918r880+0419 Jun-al-oo U3:24A VlCN'CAIRG CORP SCO7TSDALE CUT-C1FF SHtELD INSTALLATtON iNSTRUCTIC)NS I 7. Opan tlaor by pulling downward on tront IltNng. 2, patefmine to wftich aide Of Ihe Ilzture Iha eut-nFF ahield wlll b0 tnetalifd. • 3. Aemove tho two ea►respondli exiRUng rollector and ratain f< a. Ptslebn tlhe cut•0ff Bti(ek1 ave a0pning the hote8 with existir eertuin tr+at bath raclll In the e th6 krnp- 6. Aohutsll Me two xtawa throu exloiing raflactorthen tlgnt6n 8. Ctman arry dabr18 lrorn the ler anyinteAerance. 7. Closo door aaeurey, fa 04 p.03 NOTfis MulUpre eutwN ghlelda nn be Instatled When two are inataAed at 906, it w81 tre neeessary to overlnf7 tnm flat leya. ~ z 390d dJST96X0_:J eo!uoil:QI 90=ET 86, 90/80 8LL'ON 31Id ~~nM Mr~6 O IBALYlliy~ y _y_Vti P~m.~i