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Home My WebLink About12900 W. 43rd Drivei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 'No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE 202001911 11-6-2020 KM 2500 Dewitt Street ■ Elkhart, Indiana 46517-1078 ROYALSwir Phone (800) 628-2957 Fax (574) 294-345094-3450 Web site: www.rpiroyaledge.com EDGE Roofing Products Mrem ocnal, Inc. ROYAL EDGE EPDM LABOR AND MATERIAL WARRANTY Building Address: 12900 W. 431d Drive Wheat Ridge CO 80403 Street City Stata Zip Building Owner: TCO Golden LLC, 7000 E. Belleview Avenue, Ste 300, Greenwood Village, CO 80111 (303)-839-3502 Job Completion Date: October 22, 2020 System Applied: ❑ Fully Adhered ® Ballast Mil Thickness: OX .060 Labor Warranty Term: ® 3 Years Subject to any terms and conditions contained herein. Roofing Products International, Inc. C`R.P.L-) -) warrants to the Building Owner (`Owner) that it will repair any leaks which occur during the warranty period due tc a defect in: (1) any materials supplied by RP.1. which are incorporated into the roofing system; and. or (2) the workmanship of the RP.1. Registered Applicator. RP.L's duties and obligations under this warranty shall not extend beyond the specified warranty period This warranty is further subject to conditions, exclusions and limitations stated below. CONDITIONS EXCLUSIONS LDUTATIONS 1. The building owner must inform RPI. of any and all alterations or repairs to the roof system. All work must be performed by a registered R.P.I. contractor, referred by R P.I., using only R.P.I. supplied materials. Any deviation will result in R.P.1. declaring this warranty null and void- 2. oid2. This warranty is not a guarantee that your roof will never leak. It is an agreement by R.P.I, to repair any leaks caused by defects in the materials supplied by R.P.1. and/or the workmanship of its registered applicator which occur during the warranty period. NOTE: Materials for purposes of this warranty refers to any components supplied by R.P.I. with,be exception of the Royal Edge EPDM Membrane itself which is covered by a separate warranty. 3, 'i9tis warranty does not apply to defect, in or deterioration of the Royal Edge Membrane itself. (See Limited Membraric Only Warranty,) 4. As a condition of this Warranty within thin (30) days of the discovery of any leaks in the Royal Edge Roofing System the owner most notify RP.I. in writing by certified mail return receipt requested at RP.I.'s address listed above or by contacting RPI at 1-800-628-2957, or by email to rpiwannty.com. By so notifying RPL the owner authorizes RP.I. or its designee to investigate the cause of the leak. If upon investigation R.P.I. determines that the leak is caused by a defect in the materials supplied or approved by RP.I. or the workmanship of the Registered Applicator in installing the system, the owner's sole and exclusive remedy and RP.I.'s liability shall be limited to the repair of the Icak. Should the investigation reveal that the leak is caused by something other than the aforementioned causes, investigation and repair cosi, shall be paid by the owner. Failure by owner to pay for these costs shall render this warranty null and void NOTE: If a leak is determined by R P I. to be outside the scope of this warranty, R.P.L shall advise the owner of the type and/or the extent of repairs requited to be made at the owner's expense which, if the owner properly makes, will permit this warranty to remain in effect for the unexpired portion of its terra. Failure by the owner to make these repairs in a reasonable manner within a reasonable time shall render this Warrantv null and void. 5. RP.I. shall have no obligation hereunder if the leaks or damages are caused by any of the following: (a) Natural disasters or unusual natural phenomena including but not limited to lightning, gales, hail, hurricanes, tornadoes, earthquakes, acts God, negligent accidents, misuse, fire, vandalism, wars, civil disobedience; defects in the underlying material or structure; moisture condensation; engineering or structural flaws in building design: ponding water; usage or spillage of material or substance not compatible with EPDM (i.e, petroleum based products) installation or construction of any machinery ducts, vents, or openings in the roofing system; and/or holes, punctures, and lacerations due to shipping, installation or usage. (b) Failure by the owner, lessee, or other users of the building to use reasonable me in maintaining the roof, said maintenance to include, without limitations, compliance wdfli the Royal Edge EPDM Rubber Roofine Care and Maintenance Procedures outlined on the reverie of this warranty. (c) Failure by the registered applicator to install the roofing system according to RRI.'s design specifications for installation (d) Failure of the owner to comply with every condition, exclusion or limitation herein. 6. RPI. shalt have no obligation under this Warranty until all financial obligations owed to R.P.I., any R.P.I. agent, distributor, or representative, and/or the registered applicator ha%e been met. 7. During the Warranty Period, R.P.L, its agents or employees shall have free access to the roof during regular business hours. 8. The failure of R.P.i. at any time to enforce any of the tears herein shall not constitute a waiver of its right to enforce any of the terms at any later time. 9. R.P.I. is the sole judge of any defect in the materials it supplies or approves and or any defect in the workmanship of its registered applicator. 10. R.P.I. has no responsibility for any matter related to the design, erg nee»ng, or condition of the building owner's existing roof andor roof deck or the compatibility or adaptability of its product to the owners roof and/or roof deck. The utilization of an R.P.L Royal Edge EPDM Roofing System and its adaptability to the balding shall be the sole determination of the owner, and/or owner's designee, and not RP.L, or any R.PI. agent, representative or distributor. 11. If the Royal Edge Membrane and/or roofing system are not installed according to RP.I.'s design specification RP.I.'s obligations under this warranty will be nnllficti. 12. This warranty is trade for the exclusive benefit of the building owner and cannotbe assigned- R.P.I. ssignedR.P.I. DOES NOT WARRANT PRODUCTS INCORPORATED OR UTILIZED IN THIS INSTALLATION WHICH IT HAS NOT SUPPLIED ORAPPROVED. R.P.I. SPECIFICALLY DiSCL.AIMS LIABILITY, UNDER ANY THEORY OF LAW, ARISING OUT OF THE INSTALLATION OR PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT SUPPLIED BY R.P.I. THIS LIMITED WARRANTY SUPERSEDES AND IS IN LIEU OF ALL OTHER WARRANTIES WHETHER WRITTEN OR ORAL„ EXPRESS OR IMPLIED INCLUDING WITHOUT LIMITATION WARRANTIES OF FITNESS FORA PARTICULAR PURPOSE OR THING OR OF MERCHANTABILITY. THiS LIMITED WARRANTY SHALL BE THE OWNERS SOLE AND EXCLUSIVE REMEDY AGAINST R.P.I. AND R.P.I. SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL, SPECIAL OR OTHER DAMAGES INCLUDING BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGE TO THE BUILDING OR iTS CONTENTS OR THE ROOF DECK, THIS LIMITED WARRANTY CANNOT BE AMENDED, ALTERED OR MODIFIED IN ANY WAY EXCEPT IN A WRITING SIGNED BY THE PRESIDENT OF U.I. OR A PERSON TO WHOM AUTHORITY HAS BEEN DELEGATED INW RrMG. NO R.P.L AGENT, DISTRIBUTOR, OR REPRESENTATIVE, NOR ANY INSTALLER( APPLICATOR HAS AUTHORITY TO BIND R.P.I. WITH ANY REPRESENTATION OR WARRANTY WHETHER ORAL OR WRITTEN. Building Owner or Designate Signature: Owner or Designate agrees to terms and conditions of warranty only. Signature required to initiate warranty (see reverse for mailing address). ROOFINRODUCTS INTERNATIONAL, INC. By: Title: I President Warranty Number- LW 4850 -CO 019 Date: '`,_O ober 28, 2020 Applicator: Jam Roofing Date: µ .> City of Wheat Ridge Commercial Roofing PERMIT - 202001911 PERMIT NO: 202001911 ISSUED: 09/24/2020 JOB ADDRESS: 12900 W 43rd Dr EXPIRES: 09/24/2021 JOB DESCRIPTION: Reroof - overlay with ballasted EPDM 60mil RPI membrane, 170 squares *** CONTACTS *** OWNER (303)455-3091 TCO GOLDEN LLC SUB (303)364-1773 JASON A. MILLER 140049 JAM ROOFING INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 410 / Auto Service/Car Washes; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 48,749.00 FEES Total Valuation 0.00 Use Tax 1,023.73 Permit Fee 718.05 ** TOTAL ** 1,741.78 *** COMMENTS *** *** CONDITIONS *** COMMERCIAL FLAT ROOFS: In order to pass a final inspection on commercial elastomeric or similar type roofing, a WARRANTY LETTER from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. N A City of Wheat Ridge V Commercial Roofing PERMIT - 202001911 PERMIT NO: 202001911 ISSUED: 09/24/2020 JOB ADDRESS: 12900 W 43rd Dr EXPIRES: 09/24/2021 JOB DESCRIPTION: Reroof - overlay with ballasted EPDM 60mil RPI membrane, 170 squares I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t7:e 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 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 originalpermit fee. 1 If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applic code or any oJL�nance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of ChiefBuilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Wednesday, September 23, 2020 4:03 PM To: CommDev Permits Subject: Online Form Submittal: General Permit Application Categories: Kim General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Commercial Residential or Commercial? Property Address 12900 W 43rd Dr Golden CO 80403 Property Owner Name Reuel MacDonald Property Owner Phone 303-455-3091 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address Attach City of Wheat E Payment.pdf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTACT INFORMATION Submitting General JAM Roofing Inc Contractor or Architect Contractor's License 140049 Number (This is a 5 or 6 1 digit number for the City of Wheat Ridge) Contract Phone Number 303-364-1773 (enter WITH dashes, eg 303-123-4567) Contact Email Address jamroofing@msn.com Retype Contact Email jamroofing@msn.com Address DESCRIPTION OF WORK Detailed Scope of Work - OVERLAY ROOF WITH BALLASTED EPDM 60MIL RPI Provide a detailed MEMBRANE description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of scope 17000 of work Location of work ROOF (backyard, on roof, etc) Project Value (contract 48749 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11" Upload Asbestos Report Field not completed. if triggler level is met per CDPHE regulation. Upload Drawings 11" x Field not completed. 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and 2 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 been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for LINDA MILLER Permit 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 ins esti n before MIDNIGHT (11:59 PM) to receive an ins ecti the following business day PERMIT. a� ADDRESS: C� JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 301 Rough Framing 103 Footing / P.E. Letter 8 1 302 Wall Sheathing 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation 304 Sheer Inspection 305 Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 301 Rough Framing 202 Sewer Underground Int. 302 Wall Sheathing 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 304 Sheer Inspection 305 Insulation 206 Water Underground 306 Mid -Roof Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection `- Date Inspector Initials Comments i i 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 Com irerc:al 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT'.. ) /DRESS: l�<//7�1/�/,A" JOB CODE: �i� Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection /gT 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 Commercial Remodel PERMIT - 201709200 PERMIT NO: 201709200 ISSUED: 12/08/2017 JOB ADDRESS: 12900 W 43rd DR EXPIRES: 12/08/2018 JOB DESCRIPTION: Commercial interior remodel add a partition wall to make a separate room 40 x 36ft = 1440 sq ft *** CONTACTS *** OWNER (303)455-3091 HIGH COUNTRY WATER SPORT/TOMMY SUB (303)748-3637 Thomas Schnabel 070059 TSC Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 410 / Auto Service/Car Washes; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 40,000.00 FEES Total Valuation 0.00 Plan Review Fee 399.46 Use Tax 840.00 Permit Fee 614.55 ** TOTAL ** 1,854.01 *** COMMENTS *** *** CONDITIONS *** 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. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued.Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. City of Wheat Ridge Commercial Remodel PERMIT - 201709200 PERMIT NO: 201709200 ISSUED: 12/08/2017 JOB ADDRESS: 12900 W 43rd DR EXPIRES: 12/08/2018 JOB DESCRIPTION: Commercial interior remodel add a partition wall to make a separate room 40 x 36ft = 1440 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 property and am authorized to obtain this permit and perform the work described and approved in conjunction with this errant. I further attest that I am le ally authorized tonclude all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . 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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code;&r any ordinance dr regu�on)of this jurisdiction. Approval of work is subject to field inspection. s 4 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. U R.D. FRITZ CONSULTING ENGINEERS 6970 S. Holly Circle, Suite 100 Centennial, CO 80112-1066 (303)843-9077 FAX (303) 843-9078 January 25, 2018 Tom Schnabel TSC Construction, LLC 12805 West Belleview Ave. Littleton, Colorado 80127 RE: Tommy's Slalom Shop Masonry Wall Observation 12900 West 43`d Drive Wheatridge, Colorado 80403 Project no. 17-132 Dear Tom: During construction of the above project I made periodic site visits. I visited the above site on January 3, 2018. 1 observed the masonry walls. I observed the masonry wall reinforcing steel and the anchors of the rebar into the concrete floor. The above inspection was found to be in substantial conformance with our drawing and was approved by this office. If you have any questions concerning this letter, please call me at (303) 843-9077. Sincerely,,, Robert D. Fritz, P.E. Principal 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: -3� i 2 . F ')-1 Job Address: / a 9� 0 Uj u 3 l r2 Permit Number: 0 0) -3- 0 LO I&-. � ( Cj-.In ,D f o ❑ No one available for inspection: Time`T, S ANh/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 8 Inspector 111 ) C" DO NOT REMOVE THIS NOTICE Ia 10 - R.Q. FRITZ CONSULTING ENGINEERS 6970 S. Holly Circle, Suite 100 Centennial, CO 80112-1066 (303)843-9077 FAX (303) 843-9078 January 25, 2018 Tom Schnabel TSC Construction, LLC 12805 West Belleview Ave. Littleton, Colorado 80127 RE: Tommy's Slalom Shop Masonry Wall Observation 12900 West 43rd Drive Wheatridge, Colorado 80403 Project no. 17-132 Dear Tom: During construction of the above project I made periodic site visits. I visited the above site on January 3, 2018. I observed the masonry walls. I observed the masonry wall reinforcing steel and the anchors of the rebar into the concrete floor. The above inspection was found to be in substantial conformance with our drawing and was approved by this office. If you have any questions concerning this letter, please call me at (303) 843-9077. Sincerely, Robert D. Fritz, P.E. Principal City of Wheat Ridge Commercial Remodel PERMIT - 201709200 PERMIT NO: 201709200 ISSUED: 12/08/2017 JOB ADDRESS: 12900 W 43rd DR EXPIRES: 12/08/2018 JOB DESCRIPTION: Commercial interior remodel add a partition wall to make a separate room 40 x 36ft = 1440 sq ft *** CONTACTS *** OWNER (303)455-3091 HIGH COUNTRY WATER SPORT/TOMMY SUB (303)748-3637 Thomas Schnabel 070059 TSC Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 410 / Auto Service/Car Washes; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 40,000.00 FEES Total Valuation 0.00 Plan Review Fee 399.46 Use Tax 840.00 Permit Fee 614.55 ** TOTAL ** 1,854.01 *** COMMENTS *** *** CONDITIONS *** 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. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued.Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. A City of Wheat Ridge ® Commercial Remodel PERMIT - 201709200 PERMIT NO: 201709200 ISSUED: 12/08/2017 JOB ADDRESS: 12900 W 43rd DR EXPIRES: 12/08/2018 JOB DESCRIPTION: Commercial interior remodel add a partition wall to make a separate room 40 x 36ft = 1440 sq ft I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, appl�ca le 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 ermrt. 1 further attest that I am leggally authorized to include all entities named within this document as partes to the work to be perfo d tlt wot performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNED q/ CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of anmanner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appli ode or any o-r•-d-i-n�-a�n�c�e or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. v City of W heat Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(d)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: // /� —/ 7 Plan/Permit #XI70? ZZ10 Plan Review Fee vj < Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete apolications may not be processed." Property Address:��J Owner Property Owner Email: Mailing Address: (if different than property address) Address: /1140 r,L% -Y>rel ,d - City, State, Zip: dear n'. <�-'o 5' Arch itect/Enaineer: n al =L!nj�z Arch itectlEngineer E-mail: t;'< Phone: Phone: 30-3`' W? - 5p a' 7 Contractor: Ci�S, �.rC&ja /vff Contractors City License #: / (,, �) S_ q Phone: X2.J ;1X4 _ Z.V Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form _720 17/ 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) (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.) Sq. Ft./LF _ ? &F Btu's Amps Squares �`, / -, I,, /,�,c CC Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) �QOU 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 1 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) ONTRACTOR or (AUTHORI D REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: `( DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: M mulo� 12-r Building Division Valuation: $ FAIRMOUNT FIRE PROTECTION DISTRICT Plan Review Submittal Form 1� M'01 4755 Isabell Street FIRE-REBCUE Golden, CO 80403 (303) 279-2928 Plan # - Initials: Submittal Date:__ :x//11/1.7 Re -submittal [ ] Re -submittal Date: Amount Pre -paid $ Check #: L, OF 0 Cash: Visa: MasterCard (Last 4 -digits) Balance Due: REOUIREMENTS: 1. A Seventy Five - dollar ($75.00) non-refundable fee is required upon submittal of plans. 2. Two (2) sets of bound plans with cut/installation sheets are required for a plan review. 3. Engineers stamp or NICET registration number and signature required on all suppression/detection plans. a. All sprinkler plans must show an adequate water supply in some manner. 4. The Fire Prevention Division will NOT accept faxed plans. 5. Plans that are not picked up within forty-five (45) days will be discarded. 6. Job cost is mandatorv. APPLICANT: (PLEASE CHECK ONE) Q Tenant Improvement ❑ Fire Alarm ❑ Sprinkler ❑ Hood ❑ U/G Fire Line ❑ Other JOB NAME: JOB ADDRESS: e - FE USE CORRECT JOB ADDRESS ."i CITY:STATE: C OF ZIP: &0 CONTRACTOR'S NAME: 21 . OA .2 bAarAnt-L-JOB COST: 60 ADDRESS: l SQUARE FOOTAGE: CITY: STATE: ZIP: PHONE: � ,EXT. Scope of work/comments:. (DO NOT USE A PAGER NUMBER) NOTE: ANY PLANS SUBMITTED WITHOUT THE REQUIRED NUMBER OF COPIES OR INCOMPLETE INFORMATION WILL RESULT IN PLANS BEING DISAPPROVED SIGNATURE PRINT NAME: e , k. *** PLEASE READ THE A$OVE REQUIREMENTS BEFORE SIGNING THIS APPLICATION FORM*** Accepted By: Rejected By: (print name) (print name) For Fairmount Fire Rescue use only Title: Date: You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. 1 0 7 ` Project Address: I A- q , OV W. "I f 3 Y C ' ontr ly a r ct�or* �Jg You are allowed I square foot of signage for every I linear foot of wall to which you a ,2ftaching a sign. I • . • M square feet square feet square feet I 26-4" 5" Deep Fan/Chan Logo With Returns Painted 51ack, Nce To 13a White Acrylic With 5lue & Day/Night Film Overlay. Use 1"Olack Trim Cap On Face, Illuminate With White Subject to itild Insp Wheat Rid e Buildi, 11 Work shall cornply with 2006 IBC� 11 IM(.. IFGC, IFC, 2005 NEC and any applicable ("'ity of'Wbeat Ridgc,klunicipal Codes, * (1 Ea.) Set Of FC.O. Letters 5" Deep Pan/Chan Logo With Returns Painted Eilack, Fin Mount 1"Off Of Faacia. F (1 a.) Set Qf Illuminated Pan/Chan Lett-ore And t + 5" Deep fan/Chan Letters WO Retums w" oa�/N*t Film Overlay. Use V Mack Trim Cap On Face Illuminate W" White I-E.V's As Required. s ("I Ea.) Set Of Illuminated Fan/Chan ter And Logo 1/2"=T-O" i N* i 4 6 i i t° ii ♦i i ANMM SZ — I * -C 5/8" Igo L 11 i a# hA tJ N w — N 1 * A 7PT , ,d aU r a t t t IN C WS NAM (PLEASE PAIN RANK SHtFT Fai4Q 3N T$Mf OUT DATE W 5Y = i.i !A tdTi t + Miff.`P Ca x 3 PAR - 77 I PHONE c 14 mFRG 4 ' a `1(u k' w ` ". J 4 it k � +di� kKK 114 P. T NA {P° ,J;:�Aa ixt "D ,, '" ,ANN � ��u a IN TEAT . !A tdTi t + Miff.`P Ca x 3 PAR 7STL C3AT 114 P. T NA {P° ,J;:�Aa ixt "D ,, '" ,ANN � ��u S HIFT IN TEAT . 5 G i CITY OF WHEAT RIDGE V, Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE I Inspection Type PF2- Job Address /ilgiap 40' yep D,e Permit Number 90121 yS4 , 7 A. 9 No one available for inspection: Time A0 AMfP M=.- - - 1 Re- Inspection required: � No When corrections have been made, call for re -inspection at 303 - 234 -5933 Date: ' Inspecto ' DO NOT REMOVE THIS NOTICE �' ` i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Aer Job Address / , 9p'� w My c4Q Permit Number .901.21YSd No RIM I III No one available for inspection: Time : 34 AMAEEL Re- Inspection required: Yes No * When corrections have been made, call for re inspection at 303 - 234 -5933 Date: /Z;Z' /g Inspecto c- DO NOT REMOVE THIS NOTICE V , CITY OF WHEAT RIDGE 1p r B uilding Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type ()NI Al L 1 616? Aj FlI U14L Job Address / T o - D C,c.) Permit Number > 2 v R ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No When correction have been made, call for re- inspection at 303 - 234 ` -5933 Date: Inspector: J DO NOT REMOVE THIS NOTICE " 1 City of Wheat Ridge 1� Commercial Sign PERMIT - 111208 PERMIT NO: 111208 ISSUED: 10/06/2011 JOB ADDRESS: 12900 W 43RD DR EXPIRES: 10/05/2012 DESCRIPTION: Install a shoebox sign to cover existing sign (letters) * ** CONTACTS * ** owner 303/422 -2001 Larry Fidelman sub 303/781 -0106 Jeffrey Peters 01 -8700 Freeman Signs Co. ** PARCEL INFO ** ZONE CODE: PID SUBDIVISION: 0083 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 1,800.00 FEES Permit Fee 70.70 p,�O��y� Plan Review Fee 45.96 " J�' Total Valuation .00� Use Tax ** 49..06 40 TOTAL 1 i&& S 1 49 -� O Conditions: SS MV: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or' 0s accolpanying approved plans and specifications. Signature of OWIWR - or 1. 2. 3. 4. 5. 6. one 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. 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. 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. 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. 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. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature Offical Date N MUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY SS City of Wheat�dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Date: D r6j I� n Plan # Permit# P,r,`.o" erK Address. Z 00 i rN / � P > t ✓ + 7 Property Owner (please print): L Pnfr1 t 4 M � Phone: 3'0 3 4z ?- ZO O Mailing Address: (if different than address) Address: ^ f t City, State, Zip: �^ f v I Cant cto� f t t Pmt ✓t v� � , t i S ] 1 t Contractors City License M •na Q Phone: —T6 < �1 ® It 0 G " 1 o trae l�1 Electrical l Plumbing: ¢ Mechanical: 4t City License # ,Lr �� City License # / j City License # IV (A escn •• on of ari i f la a 1r Gu e ` e )z 30 f i't l ��) F j � ' ` ./ r I �l rC 2- t'sS� �� , 4-5r r2 /t ®Z aJ r7 C ContractValte ,5v W Pae r 5 elm .5 1 y�, . $ /fSye " p �.yr�t� ra-Vwe � �OSjAV7 f° Review Fee (due at time of submittal): !Squares BTU's. Gallons Amps Sq Ft.: $ 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. CIRCLEONE: (O : ( - CONTRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) LRIINTNAME G. elA SIGNATU — DATE: r mi Valuation: $ CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 110139 Issued: 03/24/11 Stipulations: Install Heated Air Make -Up and Exhaust Benchs in Body & Paint Booth. This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 12900 W 43RD DR Parcel Number: 39- 202 -03 -006 Owner: Steve Casey Invest 12900 W 43rd Dr Wheat Ridge CO 80033 Contractor: For the Following Pu Code Editions 21106 ICC /2008 NEC Z ' 2 ICC /2005 NEC 2003 ICC /2005 NEC Sprinkler System rpose: Commercial Mechanica NO change shall be made in the USE of this building without prior notice and a new Certificate of Completion from the City of Wheat Ridge. f Bui i g Inspector Zoning Administrator ERTIFIC TE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 03/24/11 14:20:03 City of Wheat Ridge bp701 -1s PERMIT INFORMATION - 110139 PERMIT INFORMATION: Permit #: 110139 Address: 12900 W 43RD DR Permit Type: Commercial Mechanica Parcel Cd: 39- 202 -03 -006 Permit DL 02/14/2011 OWNER: Steve Casey Invest Expires: 02/14/2012 Address: 12900 W 43rd Dr City /St /Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DU: 0 SetBacks -Front 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: Unassigned Annex Dt: Right: 0.0 Cont Type: Brick Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: Install heated air make -up and exhaust benchs in body & pain FEES QTY DUE PAID: Permit Fee 53,000.00 753.70 753.70 Plan Review Fee .00 489.91 489.91 Total Valuation 53,000.00 .00 .00 Use Tax 53,000.00 954.00 954.00 ---- - - - - -- --- - - - - -- 2,197.61 2,197.61 CONTACTS: owner Steve Casey Invest 12900 W 43rd Dr Wheat Ridge CO 80033 3034222001 sub CL9 Jurasio Equipment, Inc. John Jurasic 2751 W. Oxford Ave. #5 Sheridan, CO 80110 3037839227 sub CLA Vintage Electrical Services Stephen Beatty PO Box 440194 Aurora, CO 80013 3039017110 sub CLB Tony V Plumbing & Heating 6040 W. 59th Avenue Arvada, CO 80003 3034228055 PARCEL INFORMATION: 10 Structure Type 301 20 Year Built 2000 30 Property Type COMMR PERMIT CONDITIONS: KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 02/14/11 CREATED FROM APPL# 11 -0025 02/02/11 Given to KC for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO FRO DT INS DT STATUS 1 GAS:Gasline Inspection 01 -6805 03/16/11 no KC 03/17/11 03/17/11 COMPLETE 2 EFI:Electrical Final Ins. 10 -0153 03/22/11 no MV 03/23/11 03/23/11 COMPLETE 3 MFI:Mechanical Final 11 -0014 03/23/11 no SCSI 03/24/11 03/24/11 .COMPLETE Page mmackey INSPECTION RECORD Occuaancvfrvae INSPECTION LINE (303) 234 -5933 [7 1inspections will not be made unless this card is posted on the building site Call by 3 ^00 PM to receive inspection the following business dale. INSPECTOR MUST SIGN ALL ACES PERTAINING TO THIS _= I t a�x SP FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Drywall Screw Weatherproof/ French Drain Sewer Service Lines Electrical Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) ROUGHS Sheathing Lath / Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical Framing ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Insulation Drywall Screw FINALS Electrical Plumbing Mechanical -2 _ Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICS WORKS Parking & Landscaping I SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. LI-- 11 - -__ VVV VrM1IV I JVU rr-rcml l 1 tU UN I IL IPERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 41 .. CITY OF WHEAT F Building Inspection (303) 234- 5933Inspei (303) 235 -2855 Office ' (303) INSPECTION N( Inspection Type Ate<641 �Ivll Job Address 12200 0, q3 " Permit Number P to (' q �v w' ❑ No one _available for inspE Re- Inspection required: YE When corrections have been n iom Mme AM /PM 3 1 Date: In '- DO NOT ,1 EMOVE THIS I CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office' * ( 303) 237 -8929 Fax Inspection Type 5fide, Job Address w V &0 VA. Permit Number 11o/3cl nL :'• KRL " ' City of Wheat Ridge .� Commercial Mechanica PERMIT - 110139 PERMIT NO: 110139 ISSUED: 02/14/2011 JOB ADDRESS: 12900 W 43RD DR EXPIRES: 02/14/2012 DESCRIPTION: Install heated air make -up andexhaust benchs in body & paint * ** CONTACTS * ** PROJECT VALUATION: m53,000.00 owner 303/422 -2001 Steve Casey Invest 753.70 sub 303/783 -9227 John Jurasic 11 -0014 Jurasic Equipment, Inc. sub 303/901 -7110 Stephen Beatty 10 -0153 Vintage Electrical Services sub 303/422 -8055 ** TOTAL ** 01 -8805 Tony V Plumbing & Heating ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: m53,000.00 FEES - 5 . 7 5 7 } t Permit Fee 753.70 (/ `> 1C. Plan Review Fee 489.91 '- Total Valuation .00 - .� �� _ r a ;p•,,;"�• i Use Tax 954.00 �� 1- ** TOTAL ** 2,197.61 PJ�Z)o Conditions: KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC,. and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document d r its; ac ompanying approved plans and specifications. 01 . /�'- . Sig/atur - OWN R r CONTRACTOR (Circle one) Date I. mit was i sued based on the inf ormation provided in the permit application and accompanying plans and ti one d is subject to the compliance with those documents, and all applicable statutes, ordinances, p licies and procedures. 2. mit all 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 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 required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field 'n ec Signature./ CV Building Offical Date INSPE W ION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. tr.4 4 d _ City of Wheatdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 " Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application � Date:�� Plan # t �Y Permit # �, L i 0 1 I Property Owner (please print) 6T6I/E (f.f Phone: z7CJ -V2 2 e'` ( Mailing Address: (if different than property address) Address: City, State, Zip: Lo 0-6 acto : Contractors Chn4r nol 1. License #: Phone: - 3 Z6 -1 1 1 1 0 -3 1 %466 Et tzl -7g)6 Plumbing: lU, J / Mechanical: � City License # City License # City License # / /Lf ,1 185 , ,4GL lk = #TES Contract value r $ 6x1,j,90sr &rA)j l nJ 13oAY & �rH✓t kkr rr�r ,— Review Fee (dui at time of submittal): . Squares BTU's /, SMBTP 1Gallons Amps � SgFt. $ q 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 amthe 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.' (OWNE (CON or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: W - vJU�SZG SIGNATURE: Z w �/ . DATE: 02- 1 YL Bldg Valuation: ' DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14731 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 10/30/02 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: STEVE CASEY'S RECREATIONAL SALES PropertyAddress : 12900 W 43RD DR Contractor License No. : 17110 Phone : 638-4565 Company : Gardner Signs, Inc. Phone : 303-440-7710 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $2,699.00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applirable ordinances, rules or re9ulations 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 Buildin9 Code (U.B.C.) and all other applicable W heat Ridge ordinances, for work uiyier this perpnit. / (OW NER)(CONTRACTOR) Permit Fee : $83.25 Plan Review Fee : $0.00 Use Tax : $32.39 Total: $115.64 Use Description : ADD "STEVE" TO THE EXISTING "CASEY'S RECREATIONAL SERVICE CENTER." THE TOTAL LINEAR FOOTAGE OF BUILDING IS 14,432. BUILDING DEPARTMENT USE ONLY 4 SIC : Sq. Ft. : Approval : MP OK. 10/25102. 160 FEET OF LINEAR WALL LENGTH. PROPOSED Zoning : PID EXPANSION IS 40 SQ. FT. EXISTING IS 107 SQ. FT. Approval: BG Approval : Occupancy : Walls : Electrical License No : Company: Expiration Date : Approval: 10130102. MUST MEET N.E.C ART. 600 & BE U.L LISTED Roof Plumbing License No : Company : Ezpiration Date : Approval: Mechanical License No : Company: Expiratiori Date : Approval : (1) This permit was jssued in accordance with ihe provisions set forth in yopur application and is subject to the laws of the State of Coloratlo and fo the Zoning Regulations and Building Code of W heat Ridge, Colorado or any other applicable ordinances of ihe Ciry. (2) This permit shall expire if (A) the work aufhonzed is not commenced within sirly (60) days from issue date or (B) the building authorized is suspended or abandoned for a penod of 120 days (3) If this pertnit expires, a new permit may be aCquired fOr a fee of one-half the amount nortnally required, provided no Changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (7) 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 anymanner shall be done that will change the natural flow of water causing a dreinage pmblem. (5) Coniraclor shall notify the Building Inspeclor hventy-four (24) hours in advance for all inspedions and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The iss ce of a permit or the approval of drewings and specifcations shall not be construed to be a pertnit for, nor an approval of, any violation of the rovi, ns oHh buil i codes or any other ordinance, law, rule or regulation. C ief Building a pector Stories : Residential Units : DEPARTMENT OF PLANNING AND DEVELOPMENT oF W H`qT BUII.DING INSPECTION LTNE - 303-234-5933 ~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENiIE WHEAT RIDGE, CO 80215 - (303-235-2855) C~~ORPDO ~~~UCATj dON Properry Owner: 601 PropertyAddress: 12,11 Db ~V-e~ Conuactor License No.: f - ComPanY: C101h GL'vLQh S A[lw-'P, I vL C OWNER/CON'i'RACTOR SIGNATiIRE OF UNDERSTANDING AND AGREEMENT I hereby ceRify that thesetbackdistances proposed by this permit applica[iosaze accurate, and do not violate applicable ordinances, niles or regulations of the Ciry of Wheaz ffidge or covenants, easements or restricfions of tecord; [hat all measurements shown, md allegafions made aze accurate; that I have read md agree to abide by all conditions printed on [his applicatio and that I assume full responsibIliTy for -compliance wiffi the W~heatRidge i wgCode (U.B C) and~ j~all o~r applicable Wheat Ridge Ordinances, for work d this pennit n~~ (0WNII2)(CONTRACTOR): SIGNED (AhAL] U ff WT. I 0 ' I Building Petmit Number: Date: Phone :-~U3 43~ 4%~; Construction Value: 7'r Ut Pernut Fee: Plan Review Fee: Use Tax: TOt21 Description: .dA 1 ccQ T[/ ✓ ~~.Ci l,-T ! S6 y'`. BUILDING DEPARTMENT USE ONLY SIC: Sq Ft ZONING COMMENTS: 1 Approval: p~ I`^ lGo e~ ~\KP~Or WA1~ lCNS41. ~l,, 1(,~ ex ~n rlr~. i s y0 QS. U f Zoning: ~ P ru o~ ExtsZs,s 107~ BUILDING COMMENTS: Approval: /1,13Gfl/~/T- fflvs/ l. ~ PUBLIC WORKS COMMENTS: . _ s Approval: Occupancy: Walls: Roof. Stories: Residentaal,Qnits Electricat License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expuation Date: Expiration Date: Expiration Date: Approval: Approval: Approval: --(1) 17ils pelmit was issued in accordmcewith fhe pmvisions set fmth iu your applicazion md is subject to the laws ofthe Snte of Colorado md to the Zoning Regulations aud Building Codes of Wheat Ridgq Colorado or any other appGca6le ordinances ofihe City. (2) 17tis permit shall expire if (A) the work authorized is not commenced within sisry (60) days from issue date or (B) the btild'wg authoriud is suspended or- abandoned for a period of 120 days. (3) If this permit expues, a new peimit may be acqNred £or a fee of oue-half the amount nomally required, provided no changes have been or wiLL be made in the origi¢al plavs and sp ecificaROUS a¢d any suspengon or ab andonmevt has uot exceeded one (1) yeaz. If changes have b een or if suapension or abandonment erzceeds one (1) yeaz, fuI] fees shall be paid for a aew permit (4) No work oF a¢y mamer shall be done that will chmge the natural flow of wazer causiug a drainage problem. -(5) ContractorshalluoYffytheBuildi¢gSnspectortwenty-four (24)hoursinadvanceforalliaspecrionsmdshallreceivevrtittenapprovaloninspecHoucazdbefore proceeding vriih successive phzses of thejob. (6) The issuance of a permit or Ne approval of drawings md speci5catiovs shall not be construed to be a peimit fm, nor an approval of, any violatlo¢ of the pmvisions of the 6uilding wdes or any oNer rndinance, law, rule or regulaROn. ~-Chi;f Bi ing Inspector Exx1a1T s 44te Inlustrial rark t-27-9i aj Statement ofProposed Zonin} ~/v~'~7 t~~~.✓a l~EU~(er°.~,~" The 44'h Industrial Park is a 5 1 - acre tract of land in the Clear Creek Valley of Jefferson County. The intent of development of this parcel is to provide smaller light industriaUoffice lots for individuai users. The rezoning request is from Jefferson County MC Zone (Mineral Conservation) to City of Wheat Ridge PID, Planned Industrial District. b) Proposed Uses: Use Area 1 Pettnitied Uses: 1) Light manufacturing, processing or fabrication of commodities. All such manufacturing, processing or fabrication shall be completely enclosed within a legally constructed buiiding. 2) Wholesale sales, warehousing, including mini-warehouses (not to exceed a total land area of 22 acres), or storage of any commodity with the following exceptions: (a) No commercial explosives may be included. (b) Sales, warehousing, storage, collection of materials, including machinery or vehicles not in operating condition, may be permitted only if contained within a fully enclosed building m. 3) Sale at retail of any commodity, manufactured, processed, fabricated or warehoused on the premises. 4) Sale at retail of hardware or equipment, supplies and materials (except commercial explosives) for agriculture, mininc-, industry, business, transportation, building and other construction. 5) Repair, rental and servicing of any commodity, the manufacture, processing, fabrication, warehousing or sale of which is permitted. 6) Veterinary hospital. 7) One combination motor vehicle gasoline filling station, car wash, and convenience store, not including such facilities and services for semi-tractor trailer trucks. Lots 1, 2 or 28 shall not be used as a service station or gas station, as it is not compatible with G the cemetery across 44"' Avenue. Ail the buildings on Lots 1, 2, or 28 will be designed not to have their docks be visible from 44"' Avenue. If the gas station is approved, it will be on another lot in the plan. 3) All office uses including banks and financial institutions. 9) Laboratory. 10) Reseazch and development facility. 11) Nficro-cell or repeater telecommunications Facility. 12) Roof and/or building mounted or freestanding with monopole telecommunications facilities sha]] be required to meet the criteria of City of Wheat Ridge Code Section 26-30 (T)(3) for Commercial Mobile Radio Service (CivRS) which states: Roof mounted and freestanding CMRS facilities proposed for construction in any planned development district (including planned residential districts); unless specifically listed or shown as such in the final development plan; require amendment of the final development plan. .-Buildings or structure-mounted CMI2S facilities proposed for construction in any planned deve(opment district (including planned residential districts) may be pernvtted by the department.of planning and development pursuant to section 26-25, provided the proposed facility is consistent with the chazacter of the district. 13) Accessory use of outdoor storage to principal building use shall be pemutted on all lots, outside buildings as long as the storage azea is screened from public view and with a solid screen fence 6 feet high. No storage materials shall be allowed in front yazd setbacks. Storage areas need not be hidden from over view from adjacent roads. ~ No storage shal] be over 6 feet in height except vehicle and equipment that are associated with the principal use of lot. 14) No outdoor firearm or gun range shall be permitted. 15) The repair and maintenance of motorized vehicles and associated accessory equipment. Said use shall be pernutted only if contained within a fu(ly enclosed building. City ordinances relative to vehic(e idling and noise shall be adhered to. This pemiitted use is not applicable to Use Number 7 as previously ]isted. No semi tractor/trailer repair will be allowed and no heavy vehicle repair shall be allowed on this site except for minor accessory use to an industrial use. Semi trucks shall be allowed for delivery and pickup only. Casino bus storage shall not be allowed. Use Area 1-A Permitted Use (0.7 Ac. west of railroad track): 1) Parking, excluding semi-tractor trai]er trucks. 2 1~.~ 2) Railroad access c) 3) Accessory uses to existing contiguous property user to west. 4) No outdoor firearm or gun range shall be pernutted. 5) Casino bus storage shall be allowed. Use Area 2 Permitted Uses' 1) Open Space 2) Landscaping 3) Fencing, as may be necessary 4) Project entry monumentation 5) Vehiculaz access Use Area 3 Permitted Uses• 1) Desi.anated native or natural open space (Use Area 3) shall for the most part remain untouched. Any disturbed areas sha11 be reclaimed by the planting of native grasses suited for this azea. This azea is bounded by West 44"' Avenue southerly to the alignment of the Reno Ditch. Site Data Totaf Property Area ' 51.05 Acres Area 1 39.5 Acres Maximum Building Coverage 45% Maximum Buildina Height 50 Ft. Landscape Covera?e - minimum per lot 10% Total Lot Coverage by Structure, paving and storage 90% Gross Floor Area maximum .45 FAR Parkine Off street parking requirements will adhere to the following standazds. 1) Office space, veterinary hospital and other similar uses: 3.0 spaces per 1,000 square feet Gross Floor Area. 3 2) Retail or whblesale areas, gas station, service station, motor vehicle repair facilities and similar uses: 5.0 spaces per 1,000 square feet Gross Floor Area. 3) Warehouses, mini-warehouses, storage facilities and simi]ar uses: 1 space for each 200 square feet of office, and 1 space per each 2,000 square feet of Gross Floor Area. 4) Manufacturing, processing or fabrication facilities: 1 space for each 200 square feet of office, and 1 space per each 2,000 square feet of Gross Floor Area. 5) Medical and dental offices and clinics; 5.0 spaces per 1,000 square feet Gross Floor Area. 6) Off street ]oadina space; Off street loading spaces shall be provided on each site based upon individual needs of users for each site, their site plans and building plans. Each such loading space shall not be less than 35 feet in length, 12 feet in width and 15 feet in height. Area 1-A 0.7 Acres ( If Area 1-A is to be used for uses other than pazking the following regulauons shall apply) Maximum Building Covera?e 45% Maximum Building Height 50 Ft. Landscape Coverage - minimum per ]ot 10% Total Lot Coverage by Structure, paving and storage 90% Gross Floor Area maeimum .45 FAR Parkine Offstreet parking requirements will adhere to the following standards. 1) Office space, veterinary hospital and other similar uses: 3.0 spaces per 1,000 square feet Crross Floor Area. 2) Retail or wholesale areas, gas station, service station, motor vehicle repair facilities and similar uses: 5.0 spaces per 1,000 square feet Gross Floor Area. 3) Warehouses, mini-warehouses, storage facilities and simifar uses: 1 space for each 200 square feet of office, and 1 space per each 2,000 squaze feet of Gross Floor Area. 4) Manufacturing, processing or fabrication facilities: ] space for each 200 square feet of office, and 1 space per each 2,000 square feet of Gross Floor Area. 3 ~ 5) Medical and dental offices and clinics; 5.0 spaces per 1,000 square feet Gross Floor Area. 6) Off street loading space: OtF street loading spaces shal] be provided on each site based upon individual needs oF users for each site, their site plans and building pians. Each such loading space shall not be less than 35 feet in lenah, 12 feet in width and 15 feetin height. Area 2(Landscapin„ Fencing and Signa~e only) 025 Acres Landscaping Coverage 100% Maximum Sign Height 10 Feet Maximum Sign Face 80 Sq. Ft. Maximum Number of Sign Faces Z Minimum Sign Setback 8 Feet d) Notes: 1. Required comer vision triangle criteria of the City of Wheat Ridaoe shall be met. 2. Entry signa~e or monumeniation shall be allowed to be li~hted by either ground mounted lighting or interior non-glare lighting. Area 3 Native/Natural Open Space 10.6 Acres Buiiding Setbacks Area 1 & Area 1-A Minimum Front Yazd (Internal Street) 30 Feet Minimum Side Comer Lot 30 Feet Minimum Side Yazd (Intemal Lot) 10 Feet Minimum Rear Yazd adjacent to street or highway 30 Feet Minimum Yard to Rear Property Line Fence Interior to Property 10 Feet 5 l~ Nlinimum setback for lots adjacent to 44`" Avenue 50 Feet e) Parkins Lot Setbacks ivfinimum Front Setbacks to any Parking Lot 10 Feet Minimum Side Setback for any Lot 5 Feet Minimum Rear Setback to Interior Lot 10 Feet ~ Lot Access g) h) Vehicular access to all lots will be from internal streets except for Use Area 1-A west of the railroad tracks. Multiple Lot Ownershio In case of multiple lot ownership by the same purchaser/owner, side setback and other related requirements as they would effect interior side lot lines shall be waived, subject to an administrative process by the City of Wheat Ridge. Open Space and Landscapin2 1) The minimum percentage of landscaped azea per lot shall be 10%, but not less than 67% of this 10% fandscaped area shall occur in the front setback area to building. 2) Additional on lot fandscaping may occur at owner's choice. 3) The following minimum sizes apply wherever landscaping is required: Deciduous shade trees Evergreen trees Omamenta] trees Shrubs 2%z" caliper 6 ` height I %2" caliper 5 gallon container 4) Maximum amount of high water consumption sod (i.e. Bluegrass) sha11 be 50% of landscaped area. 5) Two ornamental trees may be substituted for 1 deciduous shade tree, as required 6) The ratio of coniferous trees shall be 60% 7) All other turf shall be a blend of grasses native to this area. 6 ~ 3) Other landscaping materials shall consist of native plant materials indigenous to the area, and native turf grasses. 9) Any and al] disturbed areas shall be revegetated with either native seed, or a blend of native grasses indi~enous to this area or a variety of designed mulch options such as bark chip, rock or ground cover plant material; such mulch area shall not exceed 20% of the surFace area involved. 10) Any one of the fo(lowing techniques may be used to landscape areas adjacent to 44`" Avenue, (for orily the length of development where lots are adjacent to 44'" Avenue, - the entry west to Reno Ditch) and interior street and parking areas on individuai lots: (a) Within a minimum strip of 10 feet, provide shrubs at a spacing of 5 feet on center with a minimum of 1 evergreen tree every 20 feet of length of landscaping. (b) wthin a minimum of 15 foot wide strip provide a minimum 2 foot high earth berm with a minimum of I evergreen tree planted every 20 feet. No more than 20% of the surface shall be exposed gravel or mulch. (c) Within a minimum width of 10 feet provide a 3 foot hijh opaque £ence or wall. A minimum of 1 tree must be planted every 20 feet. No more than 20% of the ground surface area shall be exposed gravel or mulch. 11) Landscape treatment on rear of lots that back up to State Highway 53. The entire length of Highway 58 shall have a 6 foot high black clad chainlink fence with 3 strand security barb wire on top. The ]andscape treatment along Highway 53 abutting adjacent lots in a 10 foot imgated strip shall be: 1 evergreen tree (minimum 6 foot height) and 3 evergreen shrubs (minimum 5 gal. size) every 25 lineal feet. 12) Landscaped areas other than stated above shall contain 2 trees and 8 shrubs per each SO lineal feet or 1,000 square feet of said ]andscaped azea. 13) Landscape and Crrounds Maintenance: The owner of a property, his successors, heirs or assigns shall be responsible for the proper maintenance of all landscaped azeas, subject to an approved landscape plan. Such areas shall be deemed to include the subject property and that portion of any adjacent public street right of way, from the property line to the back of the adjacent curb. 14) Landscaping shall be eontinuously maintained including necessary watering, weeding, prurung, pest control and replacement of dead or diseased plant material. Replacement of dead or diseased plant material shall be of the same or similaz type as set forth above. Substitutions with other types of plant material may be made only with City approval. Replacement shall occur within one growing season. 7 ~ 15) Grounds shall be maintained in a safe, clean and neat condition free of rubbish and weeds. Lawns shall be kept in a mowed condition. Roads sidewalks and pavements shall be kept true to line and grade and in good repair. Drainage ditches shall be kept clean and free of any obstacles. i) Siqnase Unless otherwise noted in other areas of these rewlations ali signage shall be in . accordance with Section 26-401 of the Wheat Ridge Code of Laws. J). Liohtins All exterior lighting shall be in accordance with Section 26-30(S) of the Wheat Ridge Code ofLaws. k) Architectural Treatment - BuildinQs The architecture will be of wood, wood beams, and masonry (stone), metal, tiltup concrete and stucco. Colors and textures will be natural and earth tones. All roof mounted equipment sha11 be fully screened with material approved by the Planning and Development Department s9 as not to be visible fro rnth project's interior roadway. Lof 1) Fire Protection The Applicant shall meet all requirements of the Fairmount Fire Protection District. ~ 8 ~ ~ ~ ~ ~ \ Etl LE\1EL \/U/ "C' ' ~ M o 11 • • / SCALE: 1(2' = 1'-0` ~ MAtVUFACTURE AND iNSTALI, (1) REQUIREC 0, .12!' AIL.UfVlChiLtMc 'u-"CO'm :MAiNlfEl,9 SP.rsA`c"LA4' ;kCIS t-i~a.O5cPVli=r.COSS. I 1=VFI W/ ~Ot9TLifVE STRQKE 95 MtVi FtUBI' E-IECJ (COd1TED) EXPOSED 4VEOIV, 30PJ1la, REHNQTE 4FtAlVSFORAlY ERS. / BNS1fALL44BON: M04J6198 FLUSH g0 E3tSER60fi CORICRE4E FP,SCS65. 9-O Z ~SLp ,jcJRVtgy F/L 1-CL°E.s<S P- Cni-b :A a7V"r(OF'iCt: GOOD L~r'QAD 0 ~ 56'E NdTBS dnJ "iQK 01ZDEA~ v C~ ~ATE: ~~9 ~b2 , / L Ii,AlK 42CT (ZO * Gardner S1gne, Inc. wlll arMeavor fo doaefy metch colors,fncludfng PMS, whare specHied. We cennot guarantee matches due to veryfng compatlbilNy o/surface materlals sndpelnts used. A`,L ]LLUM'NATED DI SPB.AYS BIII LT 120 VOLT gJNLESS OTFI ERWISE SFaECIFlEDo 9 Oardnor Slgna,.lna . 8909 Southwob@ Prontage Rd. For8Co111ne,C090S2S. . 4215 Globevlile Roed Denvag CO e0218 FoKCanns (aao) 225.1000 Denver matro (303) 292-9022 LongmoM (303) 77"174 Grealay (970) 353-9039 Cheyenne YJV (307) 634•3519 CLIENT. STEVE CASEYS RECREATIONAL. SALES LOCATIOPd: 4920 dOUpdGF1ELD WHEATRlDGE, CO DATE: 90/3/02 SALESPERSON: TIMHAYS SCALE: NOTED DESIGNER: H.fltdG /o-'-o Z DESIGN NO; F-02=s 48 mesapieneare meexcmwvepropenyorueranersigne,tnc.anoarecnareeunonneongmeiworKOT.ueranereempioyaes, inayereauomiaeowyourormaeoiepurposeoiyoucconeiaeranvnorwnaLnerTopurcnusamesepianeonopurcneee.mmuemnaraigna,mc.,eaignmenmacmraoewvruuigw.ll.,enplnel.,. ..je.p iputivil .,reaiuvnwno1 `theeaplenetounyoneotherihanemployaeeofyourcompany,oruseofthaseplenetoconetructaslgnslmllertotheonaembodled,oruseenygrephiceleexpreeslyforbldden. 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N ~ Q ~ N Pz g ~ y ~ ~ ~ ~ ~ • w ~ ~ , f, . . ~ . ~ . . ~ ~ ~ ~ i . ~ . ~ ~ . . . . . . ~ . . . ~ ~ ~ . . . ~ , . -rn N I_' i Q _ ~ ~ t"t1 ~ ~ ~ ~ • ~ I ~ ~ ~ ~ ~ ; ~ ~ ~ ~ ~ ~ ~ ~ ; ~ ; ~ ` ~ ~ ~ ~ ~ ~ r'~~ ~ ~ ~ ~ ~ . ~ P~ ~ {h t ~ ~ ~ ~ ~ c , ~t~ti . _ O -.n ; -o ~ ; ' D ~ ~ ~ ~ ! ; rn r- ~ , ~ ~ x. ; ; ; , a , i; ~t ~ • ~ _ < ~ ~ ~ s ~ . c m : ~ i' . ~ : ~ ~ ' 1 ~ . ~ . . : ; . ; . . , . _ ~,~4~ ~I! _ ~2 ~ e ~ ~ ~ _ -v ~ 314' ~ , ~ , ~ ~ ~ v _ . -n~ ~ ~ cn , ~ . - , ~ ~ ~ ~ < ~ ~ 9Z'9Z~ ~ ~ ~1 ~s 1 ~ _ Z f"" .t` ~ . f~ v y C!~ 7a ~ w~ uNi . ~ ~ c~ ~ D ~ n ~ ~ • D . -t -1 ~7 = X ' ~ z ~~o O C D ~ I Cj Z~ Z N QJ { 1~ 6 ~v° r C v~ . i A' z z - n , ~ -p 7~ D ~ O C7t -n C~ Z G 'f' -n rn ~ , ~ \ ~ Z 7'~ ~ n ~ C ; ~ _ ~ ~ Z Z fTi N Q i . ~n ~ 0 _ ~ - ~ ~ . ~ - - - - ; ~ g ~ 8 ~r-~ - ~ , . ~ ~ \ , I F / 4,W ` ~ ~ ~ i ~a I _ : . ~ ~ 2Q FIRE LANE c, ~ ~ . ~ ~ ~ BU tDl ; z z ~ ' ~ - ~ ~ 80~' ~ 5 ' ~ c~ ~ 10' , , _ . = m ` ~ / N6 ~ N~ A a" C ! N I ~ ~ \ • ~ i I c~ ~ ~ TEMP. Ct1ECKaN PARKlNG , I ~ .A ~ _ ~ ~ ~ R .W, Z r Z ~c~ ~ 4~ A ' 7~ ~p n / 7a ~ ' ~ W ~ , , C7 2'7 ni ; ~ ~ ~ ~ - G~ . ~ z _ ~ . . . . . ~ ~ . ~ N . . f11 . ` . . ' . . ~ rn --~p ~t . ' ' / C7 c] tv • ~ Q ~ ~ 70-(?' UW ~ ~ IAND5ff1PE iANDSCAPE ~ . . . . . . . - ~ a . _ ~ W ~ , ; N ~ ~ . . . . . . ~ . . . ~ '~I . . - ~ ~ . Z .~.Y i . W~ • ~ r ➢ rn rn . c~ . . . . ~ _ . SEV~+FR 10' ~ jv m ~ _ . ~ , ~ , PI~RKihi~ ~ n ' ~ . ~ ' ~ Z° c~ ~ ~-1t,n N _ . ~ Q~ . rv Q ~ i ~ ~ C ~-15 2~ S' ~ c~ii ~tl v a~~ - Q u' g ' ~ t!t rn - ~ ; ~ ~ ~ ~ II . ~ i ' t~1 ~ ~ -Ct~ ~ N It ~ , ~ v • ~ Q rn ~p ~ _ ~ ~ ~ W~~.., , o, .A - rn , 'fl ~ ~Q► N ~ „~p~ • -iaC'1 ' -i rn ~ "A t~3S i . ~ N rn tn _ a~ .,,r..,,..,;...- ' w . ~ ~ ~ , • ~ c ~ ~ z -u ~ i - ~ n► ~ Cn _ . ~ cn , ~ -v ~ ~ W -o ~ W ~ ~ 314' W ~ c,~ 3~t.~. - ~~9' 1~~ ~ ' a ~ Z . . . • ~ 118' I' ~ , ! z ~ 40'-0~ m ~ ~a `i . a ~ I - . ~ ~j , ~ ~ - " r~ ~ . -~°n ! ~ D I ' 61~ 7c ' ; 8 ~p ~ N U1 D _ _ ~ . , rn x A -p 4k I , ~ : _ . , V . Z z _ . _ , ~ ~ N ~ (!1 . ~v o ; . I ~ , . ~ a _ . I ~tn Z ; ~ i ~ ~C . . . . . . . ~ ~ ~woscr~ -.i°a°`~,~ ' ~ ~ . ~ ~ . ~ ~ i ~ • ' ' _ t'!~ ~ i \ - - - _ I 4"W~ , ~ _ ~ ~ ' I28`-11}, ~ z ~ ; O n 4 , 4's . , -o di ; rn C N oz G~ ; 5ET~1'` / 4' W „ - i ~ Z a ; ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ s _ ~ ~ ~ ~ Z °s~r ~zo ~~E ; W ~ o cn ~ • ^ A = c~ ~ ~ ro ~q N ~q ~ ~ ~ -ti -C l7 ~ ~ ~ ~ _ ~ ~ W ~ ~p No ~or Z Q ~ ~ ~ o~ D ~ ~ s~ 47r~i~~_~_._ ~ n- - --O ° - ' ; ~ -E~ ~---~-A - ~v- - "1~' p rn • ~ rn Z Z~ ~ i o,'~j, ~ C'~< ~p C~ ~ F t1i G~ ~ D rti ~ r T7 'C ~ C7 Z-< q '0 Z ~ ~ x~n CQ -v ~ ~ ~ 7v 76 36'- I .:rN~N 7o RD C7 p a~ Ornrn~O , O < ~ a Z ' C~ ~ CJ~ C'~ ~ t~ - 2' ~ F. t , ~ ~ z rn~~ ~ ~~C~S-~,iz 5 , 25 ~n(~ ~Z~r'n z rn ZZ~o ~'''t'1 n S ~z 70 ~nCl ~ cpzrn~jrn ~t,~ ~ p cc n cn rn -o ' t~ Ci~ -n rn D a 4 r C~' 7 C ~~Q rn N ~ N .a. r- i t 1 Q - Q < f i~ ' q ~ y S ' ~ C~ ~ V ° i' t i ~ ~ :r. Z 'n ~ ~ ~ r n ~ Z ~ -p Z r N N i o~ N ~f < / "0 N Ri ~ ~ Z I ~ N ~ . ) ~ N ~ o -~4~ T 1~ T I i ~ ~ y ~ N ~ ~;I ~ r ~ , ~ I i ~ N N c3 ~-n v rn v RN rn 70'~ ; 4 r° N rn p O C 7 C7'; CtV -~tla'Jt ~ <O r ~W ~N 0 rnN N- ~ ~ rn ~N -C 70 -Q a ~p~ C . 70-~ ; ~-~y~ ; ~ A -CU! x - CQ e ` 7oW ~ , . ~ -~Ut x ~ s"iix CA I N 7~ W N r~i W N- 0 o ~4 ~ N ~ \ a ~ e~ ~ cn -n cr c~ ~ - r- y cn ~ cn ar ~ ~ o v'1: v - ~ o Q' ~y° ~ o? , a , 30' • ~ ~ z \ Q1 ~ • o -Z „ \ ~ " ~ ~ ~ m cn ~I~ tJ1 ~ ~ ~.,aw u~ ~ ~ ~ D p 274.~3' ~ ~ zzz ~ ~ I z CO ~ Z ~ I+qO'05'35t rn ~Q O rn 3> . ' ~r ~ . ~ ♦ ~ ON~° `-a3 ♦ ~ z ~ ,n ~Pp \ c~ o N D '40 z N ~ ~ ~ ~ ~o ~ . ~ < . ~ v ( ~ . I C9. c~ . \ ; C.31 0 ~ • ~ , NtrtC,~(f~ Zz~ i ~ C1J (V i`tl rn o z ~ ~ 50' ~ ~ rn . CS~ A z ? R .W. ~ ~ ~ C~ ~ T . ♦ • rn Z ~ ~ ~ ~-t rn r rn ~r rn CA "a~p W ~ ~ 1 « C C ~ . o . ~ ~go- ---~rn , m ~ , ~ ~ ~ Z ~6 ~ ~ z z z zz ~ . \ ~ - ~ I ~ . Q ~ z ~ ~ ^ O ~ ~ s► \ , z ~ . _D rnD . rrt = Y ~ G~1 • . ~ ( _ ~ rn z ~ s,~~~ \ i'°n u . ~ rn _ ~ co . a b rn ~ ~ ~ . , A ~ ~ ~ C F... ~ . . ~ . F.... _ ~ . . ~ ~ ~ ~ _ ~ ~ . ~ ~ . a \ ~ . . . . , , _ . ~ . . _ . . ~ t°_ . a ' -n , : rn ~ • / ~ r rn ~ ~ \ \ `~3j •{~j' ( • r" C7 ~ C7 ~ ~ \ . O ~ ~ ~ rn fTl w~ . ~ \ r- < N ~ , G~ z O I'tt \ ~ r ~ C ~ ` ~ ~ ~ , ~o , "~'1 ~ t-.tt I ~ rn ~ ~ ~ ~ 7a Z \ 7v 'S - _ C7 ~ ~Q o N rn ~ . a u u in ~ tn . ~ ~ ~ c~ o~ ' iv u' Z -e -o -a ~ . _ ~ c~ sv aa ~ --i ~ ~ N ( \ ~ -p• ~ A Q = u u~ - o~ iv co W _ ~ ~ < \ ~e. tA W a u N Q Vr tt V~ r r ~ Z ' -w tA ~ . 7~ . ~ ~ ~ ,n e II ~ ~ ~ ~ tv ,y ` ~ . ~ Z ~ ~ . O o-~ s~ ~o i ~ . .o ~ ~ O C •r z _ c,n ~ cn ~ r . ~ , ~ .--i ~ 3 ~ ~ r a ,s ~ \ ~ C7 ~ ~P ~ ~ ~ 0 . ~ rn ~ . ~ ~ \ ~r ~ ~ ~ \ O ~ D a ~ '0 ~ • Z Z, `T1 y ~ ~ . ~ ~ . , ~ ~ ---i D ~ ~ o ~ ~ ~ Q _ ~ ~ ~ \ 70 ~ C~ ~ 0~ ~ ~ - , ~ c ~ a o \ 4 ~ ~ - ~ ~ ~ ~ ~ W i ~ \ . - ~ - . ~ ~ ~ r Z _ w _ Cn ~ ' ° ~ o ~ m ~ ~ -e~ ~ ~ T ~ ~~~~N C ' ~ w~ C} Z • ~ u'O A. - ~ ♦ ~ ^cQ N(~~ ~ ~ ~ i..'~..'~C ~r-IN~~ . ~ ~A~ a ~ Q '~►op~c°Q • w a u .A. C n ~ ~ ~zC~ ~ _ . 7~ - css o c -R ~ 70 - o cn . z. y, ~ ~~s ~ -n~ n~cr~► . 'S . ~ ('1 . , ~ ?~c ° '~pG~C7N nn _ ~ ~ < 6Q N4 ~ ~ o - \ F~'i ~ ~ Q z p~~~~°7m ~ O S G~ ~ q D ~ ~ ~ . . O ➢ -1 \ ~ ~ ~ ~ I rn CD ~ o • ~ ~ c~ wom , ~ Z ~ ~ ~ ~ \ ~-n _ O k a °rn ~ ~ - Co~'rRlGtfr ~ Z c~ cn Q3NJ1 ~ COI~At~1f ~ ~ ~ ~ c n~ Tt~E PLAN~ ARE AN II~i1RI1h~IT ~ ~ ~ r.,. C ~ ~ ` rn N(T! ~ y SlXTY FOUR TWENTY FlVE WE, 7~1 ~ ~ ' ~ " ~ ~Y~~ ~ SUITE ONE, A o ~ o WR((TEN OF T11f ARGT111EGT. Z N~~ ~o CQPY~iiS AtID I Y~ll U) ~p t*t TI ~ . ~ a~p ~o ~os~. 3 ~ ~ ,y DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10448 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 4/27/00 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 12900 W. 43rd DR Phone : 576-8157 Contractor License No. : 17964 Company : Central Fire Protection Cont. Phone : 576 8157 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 Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $4,187.00 Permit Fee : $111.25 Plan Review Fee : $0.00 Use Tax : $62.81 Total: $174.05 Use: Description : RV Service shop addition BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Occupancy : Walls 04/27/00 Roof Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accordance with the provisions se[ forth in yopur application and is subject to fhe laws of the Sta[e of Coloretlo antl to the Zoning Re9ulations and Building Code of Wheat Ridge, Colorado or any o[her applicable ordinances ofthe City. (2) This permit shall expire iF (A) the work authorized is not commenced within sixty (60) days from issue tlate or (B) ihe building au[horizetl is suspendetl or abandoned for a periotl oF 120 tlays - (3) If this pertnit expires, a new permit may be acquiretl for a tee of one-half the amount normally required, provided no changes have been orwill be made in the onginal plans and specifications 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 that will change the naturel flow of water causin9 a dreinage problem. (5) Cont2ctor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediingwi[h cessivephasesofthejob. (6) The issuance p rmit r th proval of drawings and specifraUons shall not be construetl to be a permit for, nor an approval of, any violalion of ihe provisions of the buil " d r ordinance, law, rule or regulation. a Chief Building Inspe or 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 80216 Property Owner : CASE y"S Property Address : I Z, R dp W Contractor License No. : /-7g&y J?6c R t ftTK-,1nihL saciss '-r3 rzD Dizi vL~ Company: LeNT7tAC- FIRE 'PRo'TFCT OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I here0y certify that the setback distances proposed by this pertnit application are acwrate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restnctions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printetl 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, for work untler Ihis permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : JRV SER vic-c~ F~O~ p~ Da l.rlC~N Phone: Phone : S7(, ' 8 !s 7 Construction Value : y~ ~ g 7CO Permit Fee : Use Tax : Total : BUILDING DEPARTMENT USE:ONI;I ~ ✓ Approval: .w,. Zoning: ,•,i~-..~ Approval ~qb.llc,W~c3•T~fi,tjn'eh'ts:! %-k - - Approval : Occupancy : Walls : Roof : Ston ~ Units : Elecmcal License No : Company : Expiration Date : Approval : _j Ptans R.equtred;;'. "J Plumbing License No : Mechanical License No : Company : Expiration Date : Approval: A P121ns Required j Company: Expiration Date : Approval: PI3ns,tt9qWrwy _V (t) This pelmR wa5 i55uetl In acCOrtlanCe wM10 (he pronsion5 5el (orth in yopur appiicabon and rs SubeCt to the IawS o( tM1E Slale of C01o2tl0 and tO Ne ZOning RegulaUOns and BuilOing Cotle of Wheat Ritlge, Coloraao or any other applicaoie ortlinances ol the Ciry. (2) ihis permrt shall expire R(A) Ihe work autnonzetl is not commencetl wtlhin slxry (60) Oays hom issue Gate or (B) ihe 6mlEing authonzetl is suspendeG or aban00nea tor a penotl of 120 days. (31 If thi5 pertnR Expire5. 3 nEw pe(mR may Oe acquireC lor a fee o( on2-hai( the amount nortnally reqmred, Orovitled n0 Changes tldve been or will C2 ma0e in Me original plans and speCifiCations and any suspension or abanEOnment has not excee0ed one (1) yeaG If changes are maCe or d suspen9on or a0anaonmenl exceeas one (1) year, full fees shatl be paitl for a new permit. (a) No work of any manner snall be tlone Inat will change the natural llow of water Causing a tlra:nage problem. (5) Contractor snail notiy the 8uiltling Inspecror Iwenry-/our (24) hours in advance for ail ins0ec;:ons and s0all recerve wrinen aoprovai on inspecuon c~ard Oebre oroceednng wrth successrve phases of Ne job. (61 The issuance ol a per approval of tlrawings and specifrations snau noi oe constmea to Ee a permrt (or. nor an approvai ol. any vwlabon of the pwv~sions of the butltling cotle~any o ance, law, rule or regulation. Chief For Mayor THIS PERMIT V~YID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Central Fire Protection Contractors, Inc. 10775 East 51st Avenue Denver, Coiorado 80239 (303) 576-8157 Fax (303) 576-8159 Colorado State Regislra6on # 004 Transmittal 04-26-2000 TO: CTTY OF WHEATRIDGE 7500 W 29th AVENUE WHEATRIDGE, CO 80215 ATTN.: PLAN REVIIEWER CASEY'S RV SERVICE CENTER ADDITION 12900 W. 43rd Dtive Wheatridge, CO 80033 We are attaching the following submittals: # of Copies Drawing # Dated Description 3 FP1 03-31-2000 SPRINKI.ERPLANS 3 03-31-2000 HYDRAULIC CALCULATIONS 3 03-31-2000 EQLTIPMENT SUBMITTALS 1 04-26-2000 PERMIT APPLICATION These plans haue be approved by Fairmount Fire Department. Please return 2 copies to CFP with approval and or comments for ow records. Copy to: Pile Thank you al=17-04 Edwazd 7. olecke Designer Central Fire Protection Contractors, Inc. 10775 East Slst Avenue Denver, Colorado 80239 (303) 576-8157 Fax (303) 576-8159 Colorado State Registration # 004 Fire prutection system instailers are responsible for the system meeting ~ j s r e~ ,r s? s.~ U L. and manufacturers recommendationt s , of the installation. ~ , ~ M . ~A 6 tk1el~~tt~'~lv uXNWBU~~' ai,n;ac. ~ec'7~nsec,aUistriet Fire S rinkler ystem Hydraulic Calculations and Equinment Submittals CASEY'S RV SERVICE CENTER ADDITION 12900 W. 43rd DRIVE ~ WHEATRIDGE, CO 80033 p,PR 0 3 2000 ~ IMVEL 7s2oi~ co-og, r 4- ; - cP CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 4/ 1/100 7:44 ' HYDRAULIC DESIGN INFORMATION SHEET Job Name: CASEY'S RV SERVICE CENTER Location: 12900 W 43rd DRIVE WHEATRIDGE, CO 80433 Drawing Date: 03-31-2000 Remote Area Number: 1 Contractor: CENTRAL FIRE PROTECTION CONTRACTORS INC. Telephone:(303)576-8157 10775 E. 51st STREET DENVER, CO 80239 Designer: EDWARD J. KOLECKE Calculated By:SprinkCALC CSC Systems & Design Construction: CONCRETE TEE'S Occupancy:SERVICE CENTER Reviewing Authorities:FAIRMOUNT FIRE DEPARTMENT SYSTEM DESIGN Code:NFPA #13 Hazard:ORDINARY HAZ. II System Type:WET Area of Sprinkler Operation 1105 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0.200 Make:GLOBE Mode1:JN QR Area per Sprinkler 130 sq ft Size:1/2" K-Factor: 5.60 Hose Allowance Inside 0 gpm Temperature Rating:200 Hose Allowance Outside 250 gpm CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 497.6 psi Required: 76.1 @ CITY MAIN WATER SUPPLY Water Flow Test Pump Data Date of Test 03-04-99 Rated Capacity 0 gpm Static Pressure 141.0 psi Rated Pressure 0.0 psi Residual Pres 106.0 psi Elevation 0 At a Flow of 1190 gpm Make: Elevation 0" Model: Location: CITY MAIN Source of Information: NORTH TABLE MOUN'FAIN WATER SYSTEM VOLUME 158 Gallons Notes: JOB # 991093 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm GRID PEAKED SHIFT LEFT(DOWN) REQUIRED 75.57 psi 498.0 gpm SHIFT RIGHT(UP) REQUIRED 73.39 psi 497.7 gpm CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID 4/ 1/100 7:44 FLOW LOSS gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 248 58.8 psi 1 2.5 GRVD FIRELOCK 90 6' 120 2.469 248 1.2 1 Pipe 2-1/2" DFx99 America 7' 120 2.731 248 0.9 1 2-1/2" Fingd Back Flow Valve FEBCO CHART LOSS 248 6.6 1 4 x 2.5 Flanged Redu 0' 120 4.026 248 0.0 Elevation Change 11 19" 5.1 Total Loss for RISER 13.7 psi 1 Pipe 4" DIxl8 DUCTILE IRON PIPE 180' 140 4.155 248 2.3 2 4" MJ 90 ELL MECH JO 16' 120 4.026 248 0.6 1 4"Gate Valve "NRS" UNDERGROUND VALV 3' 140 4.026 248 0.0 1 4" MJ TEE MECH JOINT 31' 120 4.026 248 0.6 Total Loss for UNDERGOUND 3.6 psi Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R1 Required at CITY MAIN 498 76.1 psi Water Source141.0 psi static,106.0 psi residual @ 1190 gpm 498 gpm 134.0 psi SAFETY PRESSURE 57.9 psi Available Pressure of 134.0 psi Exceeds Required Pressure of 76.1 psi This is a safety margin of 57.9 psi or 43 % of Supply Maximum Water Velocity is 19.0 fps CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 4/ 1/100 7:44 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x-\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of £ittings as follows: 90 - 90 deg E11 45 - 45 deq E11 T- Tee LT - Long Turn 90 E11 SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x(Q/C)^T.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 4/ 1/100 7:44 REMOTE AR EA #1 PAGE 1 FLOW # OF LENGTH PRE SSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W(PRIMARY PATH) HEAD 3 26.0 1" 0 0 1310" 7.9 fps 21.6 21.6 0.20 gpm /sq ft 1.104" 0 0 0" 0.136 1.8 -0.0 K= 5.60 23.4 120 XL 0 1310" 0" 0.0 21.6 HEAD 4 27.0 1" 0 0 2919" 17.1 fps 23.3 23.3 0.21 gpm/sq ft 1.104" 1 0 5'0" 0.563 19.6 -0.0 K= 5.60 50.5 120 XL 0 3419" 0" 0.0 23.3 REF C1 2-1/2" 0 0 1010" 2.8 fps 42.9 2.731" 0 0 0" 0.007 0.1 50.5 120 DF 0 1010" -3" -0.1 REF C2 50.4 2-1/2" 0 0 1010" 5.6 fps 42.9 PATH 3 2.731" 0 0 0" 0.025 0.2 K= 7.70 100.9 120 DF 0 10,0" -3" -0.1 REF C3 21.2 2-1/2" 0 0 101011 6.8 fps 43.0 PATH 5 2.731" 0 0 0" 0.035 0.4 K= 3.23 122.1 120 DF 0 1010" -3" -0.1 REF C4 9.6 2-1/2" 2 0 10'4" 7.3 fps 43.3 PATH 7 2.731" 0 0 12'0" 0.040 0.9 K= 1.46 131.7 120 DF 0 2214" 0" 0.0 REF A1 7.8 2-1/2" 0 0 1010" 7.7 fps 44.2 PATH 8 2.731" 0 0 0" 0.045 0.4 K= 1.17 139.5 120 DF 0 1010" 2" 0.1 REF A2 6.9 2-1/2" 0 0 1010" 8.1 fps 44.7 PATH 9 2.731" 0 0 0" 0.049 0.5 K= 1.04 146.4 120 DF 0 10'0" 2" 0.1 REF A3 6.4 2-1/2" 0 0 10,0" 8.5 fps 45.3 PATH 10 2.731" 0 0 0" 0.053 0.5 K= 0.96 152.9 120 DF 0 1010" 2" 0.1 CONTINUED 45.9 psi CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 4/ 1/100 7:44 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD AYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATA 1 FROM HYDRAULIC REFERENCE 3 TO W(PRIMARY PATH) CONTINUED REF A4 6.3 2-1/2" 4 0 11,11" 8.8 fps 45.9 PATH 11 2.731" 0 0 2410" 0.057 2.1 K= 0.92 159.1 120 DF 0 35'11" 0" 0.0 REF A5 7.4 2-1/2" 0 0 1010" 9.2 fps 48.0 PATH 12 2.731" 0 0 0" 0.062 0.6 K= 1.06 166.5 120 DF 0 1010" -3" -0.1 REF A6 7.8 2-1/2" 0 0 101 0" 9.6 fps 48.5 PATH 13 2.731" 0 0 0'f 0.068 0.7 K= 1.12 174.3 120 DF 0 1010" -3" -0.1 REF A7 8.6 2-1/2" 0 0 10'0" 10.1 fps 49.1 PATH 14 2.731" 0 0 0" 0.074 0.7 K= 1.22 182.9 120 DF 0 10'0" -3" -0.1 REF A8 9.5 2-1/2" 0 0 1010" 10.6 fps 49.7 PATH 15 2.731" 0 0 0" 0.081 0.8 K= 1.35 192.4 120 DF 0 10,0" -3" -0.1 REF A9 10.7 2-1/2" 2 0 15110" 11.2 fps 50.5 PATH 16 2.731" 0 0 12'0" 0.090 2.5 K= 1.51 203.2 120 DF 0 27'10" 5110" 2.5 REF A10 13.4 2-1/21° 0 0 1010" 12.0 fps 55.5 PATH 17 2.731" 0 0 0" 0.101 1.0 K= 1.81 216.6 120 DF 0 10'0" 0" 0.0 REF All 14.7 2-1/2" 0 0 1010" 12.8 fps 56.5 PATH 18 2.731" 0 0 0" 0.114 1.1 K= 1.95 231.3 120 DF 0 10,0" 0" 0.0 REF A12 16.3 2-1/2" 1 0 218" 13.7 fps 57.6 PATH 2 2.731" 0 0 610" 0.129 1.1 K= 2.14 247.6 120 DF 0 8'8" 0" 0.0 REF W 247.6 gpm PATH 1 K= 32.30 58.8 psi CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 4/ 1/100 7:44 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD AYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 3 TO A12 HEAD 3 26.0 1" 0 0 1310" 0.9 fps 21.6 21.6 0.20 gpm /sq ft 1.104" 0 0 0" 0.002 0.0 -0.0 K= 5.60 2.6 120 XL 0 13'0" 0" 0.0 21.6 HEAD 2 26.0 1" 0 0 13'0" 9.7 fps 21.6 21.6 0.20 gpm /sq ft 1.104" 0 0 0" 0.196 2.6 -0.0 K= 5.60 28.6 120 XL 0 1310" 0" 0.0 21.6 HEAD 1 27.5 1" 0 0 1619" 19.0 fps 24.1 24.1 0.21 gpm /sq ft 1.104" 1 0 5'0" 0.684 14.9 -0.0 K= 5.60 56.1 120 XL 0 21'9" 0" 0.0 24.1 REF D1 2" 0 0 1010" 4.7 fps 39.0 2.227" 0 0 0" 0.022 0.2 56.1 120 DF 0 10'0" -3" -0.1 REF D2 56.2 2" 0 0 10'0" 9.3 fps 39.1 PATH 4 2.227" 0 0 0" 0.081 0.8 K= 8.99 112.3 120 DF 0 1010" -3" -0.1 REF D3 13.2 2" 0 0 1010" 10.4 fps 39.9 PATH 6 2.227" 0 0 0" 0.099 1.0 K= 2.09 125.5 120 DF 0 10,0" -3" -0.1 REF D4 -9.6 2" 2 0 10'4" 9.6 fps 40.8 PATH 7 2.227" 0 0 10'0" 0.086 1.7 K= -1.51 115.9 120 DF 0 20'4" 0" 0.0 REF B1 -7.8 2" 0 0 10'0" 9.0 fp5 42.5 PATH 8 2.227" 0 0 0" 0.075 0.8 K= -1.19 108.1 120 DF 0 1010" 2" 0.1 REF B2 -6.9 2" 0 0 10'0" 8.4 fps 43.3 PATH 9 2.227" 0 0 0" 0.067 0.7 K= -1.06 101.2 120 DF 0 10'0" 2" 0.1 CONTINUED 44.1 psi CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 4/ 1/100 7:44 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OT HER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 3 TO A12 CONTINUED REF B3 -6.4 2" 0 0 1010" 7.9 fps 44.1 PATH 10 2.227" 0 0 0" 0.059 0.6 K= -0.97 94.7 120 DF 0 1010" 2" 0.1 REF B4 -6.3 2" 4 0 11,11" 7.4 fps 44.8 PATH 11 2.227" 0 0 2010" 0.052 1.7 K= -0.94 88.5 120 DF 0 31'11" 0" 0.0 REF B5 -7.4 2" 0 0 10'0" 6.7 fps 46.5 PATH 12 2.227" 0 0 0" 0.044 0.4 K= -1.08 81.1 120 DF 0 10t0" -3" -0.1 REF B6 -7.8 2" 0 0 10'0" 6.1 fps 46.8 PATH 13 2.227" 0 0 0" 0.037 0.4 K= -1.14 73.3 120 DF 0 1010" -3" -0.1 REF B7 -8.6 2" 0 0 1010" 5.4 fps 47.1 PATH 14 2.227" 0 0 0" 0.029 0.3 K= -1.25 64.7 120 DF 0 10'0" -3" -0.1 REF B8 -9.5 2" 0 0 1010" 4.6 fps 47.3 PATIi 15 2.227" 0 0 0" 0.022 0.2 K= -1.39 55.2 120 DF 0 1010" -3" -0.1 REF B9 -10.7 2" 2 0 1710° 3.7 fps 47.4 PATH 16 2.227" 0 0 10,0" 0.015 0.4 K= -1.56 44.4 120 DF 0 2710" 5110" 2.5 REF $10 -13.4 2" 0 0 615" 2.6 fps 50.4 PATH 17 2.227" 0 0 0" 0.007 0.0 K= -1.90 31.0 120 DF 0 615" 0" 0.0 REF B11 -14.7 2" 0 0 1210" 1.4 fps 50.4 PATH 18 2.227" 0 0 0" 0.002 0.0 K= -2.07 16.3 120 DF 0 12'0" 0" 0.0 CONTINUED 50.4 psi CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 REMOTE AREA #1 FLOW # OF LENGTH (GPM) PIPE FITS FEET 4/ 1/100 7:44 PAGE 5 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt ID T LT FITTINGS LOSS PSI/FT Pf K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pt Pn ELEV Pv Pdrop PIPE Pn Phead FITS PATH Z FROM HYDRAULIC REFERENCE 3 TO A12 CONTINUED REF B12 1" 4 0 8611" 5.5 fps 50.4 1.104" 2 0 1810" 0.069 7.2 16.3 120 XL 0 104'1" 0" 0.0 REF A12 16.3 qpm PATH 2 K= 2.14 57.6 psi PATH 3 FROM HYDRAULIC REFERENCE 7 TO C2 HEAD 7 26.0 1" 0 0 1310" 7.9 fps 21.6 21.6 0.20 gpm/sq ft 1.104" 0 0 0" 0.135 1.8 0.0 K= 5.60 23.4 120 XL 0 13'0" 0" 0.0 21.6 HEAD 8 27.1 1" 0 0 2919" 17.1 fps 23.3 23.3 0.21 gpm/sq £t 1.104" 1 0 510" 0.561 19.5 0.0 K=-' 5.60 50.4 120 XL 0 34'9" 0" 0.0 23.3 REF C2 50.4 gpm PATH 3 K= 7.70 42.9 psi PATA 4 FROM HYDRAULIC REFERENCE 7 TO D2 HEAD 7 26.0 1" 0 0 1310" 0.9 fps 21.6 21.6 0.20 gpm/sq ft 1.104" 0 0 0" 0.002 0.0 0.0 K= 5.60 2.7 120 XL 0 13'0" 0" 0.0 21.6 HEAD 6 26.0 1" 0 0 13'0" 9.7 fps 21.6 21.6 0.20 gpm/sq ft 1.104" 0 0 0" 0.198 2.6 0.0 K= 5.60 28.7 120 XL 0 13'0" 0" 0.0 21.6 HEAD 5 27.5 1" 0 0 161911 19.0 fps 24.2 24.2 0.21 gpm/sq ft 1.104" 1 0 5'0" 0.687 14.9 0.0 K= 5.60 56.2 120 XL 0 21'9" 0" 0.0 24.2 REF D2 56.2 gpm PATH 4 K= 8.99 39.1 psi CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 4/ 1/100 7:44 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT F ITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATA 5 FROM HYDRAULIC REFERENCE 9 TO C3 HEAD 9 34.3 1" 0 0 4219" 7.2 fp5 37.6 37.6 0.26 gpm/sq ft 1.104" 1 0 510" 0.113 5.4 -0.0 K= 5.60 21.2 120 XL 0 4719" 0" 0.0 37.6 REF C3 21.2 gpm PATH 5 K= 3.23 43.0 psi PATH 6 FROM HYDRAULIC REFERENCE 9 TO D3 HEAD 9 34.3 1" 0 0 4219" 4.5 fps 37.6 37.6 0.26 gpm/sq ft 1.104" 1 0 510" 0.047 2.2 -0.0 K= 5.60 13.2 120 XL 0 4719" 0" 0.0 37.6 REF D3 13.2 gpm PATH 6 K= 2.09 39.9 psi PATH 7 FROM HYDRAULIC REFERENCE D4 TO C4 REF D4 9.6 1" 0 0 8516" 3.3 fps 40.8 PATH 2 1.104" 2 0 1010" 0.026 2.5 K= 1.51 9.6 120 XL 0 9516" 0" 0.0 REF C4 9.6 gpm PATH 7 K= 1.46 43.3 psi PATH 8 FROM HYDRAULIC REFERENCE B1 TO A1 REF B1 7.8 1" 0 0 8416" 2.6 fps 42.5 PATH 2 1.104" 2 0 10l0" 0.018 1.7 K= 1.19 7.8 120 XL 0 9416" 0" 0.0 REF A1 7.8 gpm PATH 8 K= 1.17 44.2 psi CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 4/ 1/100 7:44 REMOTE AREA #1 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC RE FERENCE B2 TO A2 REF B2 6.9 1" 0 0 8416" 2.4 fps 43.3 PATA 2 1.104" 2 0 1010" 0.014 1.4 K= 1.06 6.9 120 XL 0 94'6" 0" 0.0 REF A2 6.9 gpm PATH 9 K= 1.04 44.7 psi PATH 10 FROM HYDRAULIG REFERENCE B3 TO A3 REF B3 6.4 1" 0 0 84'6" 2.2 fps 44.1 PATH 2 1.104" 2 0 10'0" 0.012 1.2 K= 0.97 6.4 120 XL 0 9416" 0" 0.0 REF A3 6.4 gpm PATH 10 K= 0.96 45.3 psi PATH 11 FROM HYDRAULIC REFERENCE B4 TO A4 REF B4 6.3 1" 0 0 84'6" 2.1 £ps 44.8 PATH 2 1.104" 2 0 10'0" 0.012 1.1 K= 0.94 6.3 120 XL 0 94'6" 0" 0.0 REF A4 6.3 gpm PATH 11 K= 0.92 45.9 psi PATH 12 FROM AYDRAULIC REFERENCE B5 TO A5 REF B5 7.4 1" 0 0 84'6" 2.5 fps 46.5 PATH 2 1.104" 2 0 10'0" 0.016 1.5 K= 1.08 7.4 120 XL 0 94'6" 0" 0.0 REF A5 7.4 gpm PATH 12 K= 1.06 48.0 psi CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 4/ 1/100 7:44 REMOTE AREA #1 PAGE 8 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 13 FROM HYDRAULIC REFERENCE B6 TO A6 REF B6 7.8 1" 0 0 8416" 2.6 fps 46.8 PATH 2 1.104" 2 0 1010" 0.018 1.7 K= 1.14 7.8 120 XL 0 9416" 0" 0.0 REF A6 7.8 gpm PATH 13 K= 1.12 48.5 psi PATH 14 FROM HYDRAULIC REFERENCE B7 TO A7 REF B7 8.6 1" 0 0 8416" 2.9 fps 47.1 PATH 2 1.104" 2 0 10'0" 0.021 2.0 K= 1.25 8.6 120 XL 0 9416" 0" 0.0 REF A7 8.6 gpm PATH 14 K= 1.22 49.1 psi PATH 15 FROM HYDRAULIC REFERENCE B8 TO A8 REF B8 9.5 1" 0 0 84'6" 3.2 fps 47.3 PATH 2 1.104" 2 0 1010" 0.026 2.4 K= 1.39 9.5 120 XL 0 9416" 0" 0.0 REF A8 9.5 gpm PATH 15 K= 1.35 49.7 psi PATH 16 FROM HYDRAULIC REFERENCE B9 TO A9 REF B9 10.7 1" 0 0 8416" 3.6 fps 47.4 PATH 2 1.104" 2 0 1010" 0.032 3.0 K= 1.56 10.7 120 XL 0 9416" 0" 0.0 REF A9 10.7 gpm PATH 16 K= 1.51 50.5 psi CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 4/ 1/100 7:44 REMOTE AREA #1 PAGE 9 FLOW # OF LENGTH PRESSURE BRANCA LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 17 FROM HYDRAULIC RE FERENCE B10 TO A10 REF B10 13.4 1" 4 0 8717" 4.6 fps 50.4 PATH 2 1.104" 2 0 18'0" 0.049 5.1 K= 1.90 13.4 120 XL 0 105'7" 0" 0.0 REF A10 13.4 gpm PATH 17 K= 1.81 55.5 psi PATH 18 FROM HYDRAULIC REFERENCE B11 TO Al1 REF B11 14.7 1" 4 0 8816" 5.0 fps 50.4 PATH 2 1.104" 2 0 1810" 0.057 6.1 K= 2.07 14.7 120 XL 0 106'6" 0" 0.0 REF All 14.7 gpm PATH 18 K= 1.95 56.5 ps Central Fire Protection Contractors, inc. 10775 East S l st Avenue Denver, Colorado 80239 Phone 303-576-8157 Fax 303-576-8159 Fire Sprinkler System Product Submittal For CASEY'S RV SERVICE CENTER ADDITION 12900 W. 43rd DRIVE WHEATRIDGE, CO 80033 1. Sprinkler heads: Globe 2. Pipe: Allied Tube American Pipe 3. Fittings: Paddico Vicatulic 4. Hangers Michigan Michigan Tolco Mode17N-QR (Upright, and Sidewall) Sch XL (Threaded Pipe) Sch DF (Grooved Pipe) Cast Iron Screwed Fittings Grooved Fittings All Thread Rod Hanger Rings Concrete Insert E J. Lo ~ ~ iA e o FIRE SPRINKLER CORPORAT/ON am= VERTICAL SIDEtiVALL HORIZOA'TAL SIDEKALL DESCRIPTIO_'VAND OPERATION The Globe Quick Response Model JN Sprinkler is a low \ profile yet durable design which utilizes a 3mm frangible glass ampule J as the chermosensitive element. This provides sprinkler operation ~ approximately six times faster than ordinary sprinklers. While the QuickResponseSprinklerprovidesanaestheticallypleasingappear-~ ance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the , additional feature of gready increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers QUICK RESPONSE should be used advisedly and under the direction of approving UPRIGHT CONVENTIONAL authorities having jurisdiction. The heart of Globe's Model JN sprinkler proven actuating assembly is a hermeticallysealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the ~Sp%'~~` liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This resuits in water discharge which is distributed in an zpproved pattern depending upon the deflector style used. TECHNICALDATA PENDENT,CK~`J V RTICAL U.S. Patent No. 5,494,1 14. SIDEWALL See reverse side for Approvals and Specificatiors. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93'C), 286°F (141°C). Water Working Pressure Rating - 175 psi (1207 kPa). Factory tested hydrostatically to 500 psi (3448 kPa). Maximum low temperature glass bulb rating is -67'F (-55°C). Frame - bronze Deflector - brass Screw - brass QUICKRESPONSE Bulb seat - engineered plastic O-ring - silicone elastomer HORIZONTAL SIDEWALL Bulb - glass with glycerin solution, 3mm size. SPRINIiLER TE1b1PERATURE RATING/CLASSIFICATIONanrl CnI,nR CnnTT'G ~ AVAILABLE SPRINKLER BULB N.F.P.A MAXIMUM CLASSIFICATION . TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY 135°F/155'F 57°C/68'C ORANGE/RED 100°F 38°C INTERMEDIATE 175°F/200'F 79'C/93°C YELLOW/GREEN 150°f 66°C HIGH 286°F 141°C BLUE 225°F 107'C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 f,rRIL 1998 QUICli RESPOlI'"SE A UTOMATIC SPRINh'LERS MODEL ,IN B ULB SPRAY SERIES UPRIGHT •PENDENT CONVEA'TIONAL (OLD STYLE) 517-846-4583 • FAX 517-846-9231 A-6N BULLETIN JN-QUICK RESPONSE, REV. #3 QUICh' RESP0A'SE A UTOMATIC SPRINKLERS MODEL .IN B ULB SPRAY SERIES UPRIGHT • PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEW~ILL • CONVENTIONAL (OLD STYLE) S'PECIFICATIONS ORIFICE SIZE NOMINAL "K" FACTOR THREAD SIZE *LENGTH FINISHES 3/8" (10 mm) 2.8 (39 mecric) I!2" NPT *`2 I/4" (5.7 cm) Faccory Bronze 7/16" (12.5 mm) 4.2 (59 mecric) I/2" NPT *"2 I/4" (5.7 cm) ~Sacin Chrome " Bright Chrome 1/2 (IS mm) 5.6 (80 mecric) I/2" NPT 2 1/4" (5.7 cm) Whice Polyescer+ 17132" (20 mm) 7.8 (111 metric) 1/2" NPT *R2 1/4" (5.7 cm) Black Polyester+ 17/32" (20 mm) 8.1 (116 mecric) 3/4" NPT 2 7/16" (62 cm) '""`Lead Coaced rvv i e: nc i ni~ wrvverc~iUrv> nnt nrrttuxinT i t. ' HORIZONTAL SIDEWALL IS 2 9116". ° EXCLUOING PINTLE. FINISHES AVAILABLE ON SPECIAL ORDER. F AVAIL48lE AS U.L. AND C-U.L USTED CORROSION APPROYALS RESISTANT WHEN SPECIFIED ON 00.DER. STYLE ORIFICE 135°F ° 155°F ° 175°F 200°F 286°F U.L. CANADIAN F M L C P N.Y.C. • D.O.B. SIZE 57 C 68 C 79°C 93°C 141°C V L . . . . . MEA 101-92-E I 3/8" X X X X X X X X 71I b" X X X X X X X X UPRIGHT I/2" X X X X X X X X X X 17/32"* X X X X X X X X X 17/32" X X X X X X X X X X 3/8" X X X X X X X X 7! I 6" X X X X X X X X PENDENT I/2" X X X X X X X X X X I7/32"" X X X X X X X X X 17/32" X X X X X X X X X X 3/8" + X X X X X X X X VERTICAL SIDEWAIL ~ 7116" X X X X X X X X I/2" X X X X X X X X X 3/8" X X X X X X X X HORIZONTAL SIDEWALL§ 7116" X X X X X X X X I/2" X X X X X X X X X CONVENTIONAL I/2" X X X X X X X X X (OLD STYLE) 17/32" X X X X X X X X X ORDERING IIVFOIZItilATlON SPECIFY Quantiry Model Number Sryle Orifce Thread Sizes Temperacure Finishes de:ired s HORIZONTAI SIDEWALI U.L. AND C.U.L. LISTED FOR DEFIECTOR 4" TO R" 6ELOW THE CEILING. } VERTICAL SIDEWALL SPRINKLER U.L AND C.U.L. LISTED FOR LIGHT HAZARD ONLY. $ 3!8" Vc'RTICAL SIDEWALL U.L. AND C.U.L. LISTED FOR UPRIGHT W STALLATION ONLY. - 17;32x ia°Nar. GLOBEtPRODUCT lVARRAA'TY Quancity- Model fN Wrenches - PiN 325390 (I/2'): P/N 312366 (LO.) . ~ a . Og L E SPRINKLER COSPORATION APRIL 1998 Globe agrees co repair or replace any of ics own manufac- turedproduccsfoundcobedefecciveinmac=rialorworkman- ship for a period of one year from date of shipment. For specifc decails of our warranry please refer [o Price . Lisc Terms and Condi;ions of Sale (Our Price Lisc). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 517•846-4583 FAX 517-846-9231 I-800-246-0278 www.globesprinkler.com PRINTED U.S.A. BULLETIN JN-QUICK RESPONSE, REV. #3 ~ QUALETY THREABAIZ~9~~')LE LIGHTWAL~ ~~~IN 1KRI=~.~M1 PIPE 'Phe Mos4 Technologically Advanced 'iype of Sprinkler Pipe, ~ w I ~ i3 <yx' ~ K ~ • x f~ ~w . =n - ~ ~ .7 'X 4 ~ ~A ~ e `J lq) =ae,'. fi ~ ✓ ~ ; / Q ~ ~ ~a ~47 f- ~ V ~ C? Allied XL Pipe is a tlme tesled ihreadable lightwzll sprinkler pipe mar.ulactured in 9:^ through 3" sizas and enginezred to pmvide the best in low mst sprirkL=r pml?:lion. A!lied XL pipe is suilabl= Icr us_ in acco:dance vrith P;FP;, 13, 13D znC 13R, and lt can b= us=d eitna, IhrazA=C or un[nreaGZd in w=_!. Cry. preac!ion orCZluc? sys;?ms having working pras5u2s of 300 P.S.I. or less. ^ Atlied XL Pipe offers superior features to conventional Schedule 40 Physicai teawres and Cost and charact=ristics: tine savinc,s: • Superior hydraulics • UsaC vcfn sz,^_='c • Lov;er sorinkler • No special proc=sses • Gz:venIzeC =x:erior ccuplincs.Etn,s and " sys;am cos:s orthread sealants • G;= yi=!d str=nglh vz'v=s • Froiyhtsavings required forinStallzC:on • Hlci taniB=_ s:,anctn • R==c^o=-ce1 pa'rt • R_CucFC inwntory • Standard N.P.T. • Exzaotlona:ly Myh tnsFes ca- c: cos;s ihrztding equipmen; Curs;s;;=:ci^ r. _c xi_ • aetluczt w=_;;a • LiCht xeicnt °'v' . Allied XL Pipe successfully met or exceeded all the U.L. requirements and was the first sprinkler pipe to receive unrestricted Undernriters Labore- tories, Inc. listing for approved fire systems having working pres- sures of 300 P.S.I. or less. Tests performed by Underwriters Lab Fiexurel test: Simulating loading of typical pipe and hanger installations. One inch and larger sizes were tested simulating sprinkler branch lines described in NFPA 13. Hydrostatic leakage & assembiy test: Leakage and hydrostatic tests on both coniractor threaded pipe and U.L. threaded pipe, gauged and found to conform with ANSI/ASME 6120.1-1983. Fire test: Simulaiing wet, deluge and dry pipe fire exposures. Burst test: Hydrostatic burst tests on threaded and unthreaded pipe. Vibration test: Exposure of Allied XL Pipe to vibration in order to simulate seismic conditions. Test pertormed by Factory Mutual* Allied XL Pipe per ASTM A135 evaluations: • Chemical anaiysis • Tensile strength = Flz!tenability Hydrostatic performance Quality of welded seams Hllied TUBE & CONDUIT • Variations in weight or dimensions • Workmanship • Finish • Marking Joint evaluation tests: • Threaded per manufac- turer's recommendation • Threaded per observed field practices (Both "drop-head" and "adjustable") • Butt welds • Flexible pipe couplings on roll-graove-ended pipe • Plain-end fittings (Locking set-screw engaging pipe to a predetermined dimension) • Plain-end fittings (Locking set-screw engaging pipe to a predetermined 4orque value) Hydrostatic tests per ASTM A135 on: • Threaded assemblies • Welded assembiies Hydrostatic tests performed at 4 times the pressure ratings: • Plain-end fittings • Rall-groove fittings Bending moment tests: • Szmples were internally pressurized to iheir raied working pressure Vibretion tests: • Threaded joints • Plain-end fittings (Locking set-screws engaging pipe to a pre- determined dimension) • Plain-end fittings (Locking set-screws engaging pipe to a predetermined torque value) Cycling pressure tests: • Three similar assemblies werz cycle pressure tested 20,000 times from 0-125 P.S.I. 16100 South Lathrop Avenue Harvey, Illinois 60426 (372) 339-1610 1-800-8ALLI E D 1D ~ A GCIRIIC1LCOMPTNY SALES OFFICES AND WAREHOUSES United States Thread strength tests: • Allied XL Pipe behaves similarly io ASTM A53 material • Allied XL Pipe has a much higher yieid strength than Schedule 40 of greater wall thickness • Threads are easily cut on Allied XL Pipe No leaking, loosening, weakening or other evidence of failure was detected in any of the above testing proce- dures. Tested against conventionai SK40 product Comparative tests summary - Allied XL Pipe vs. Schedule 40 Construction and instal- lation: U.L. stated Allied XL Pipe is suitable for fabrication of sprinkler systems. Materials: Allied XL Pipe has mechanical strength properties equivalent to or greater than required for Schedule 40. Flexural: Allied XL Pipe passed Schedule 40 flexure test requirements without leakage. Hydrostatic: Assembled Allied XL Pipe, threaded in accordance with ANSI/ASME 13120.1-1983 can withstand internai pressure without leaks in the same manner as Schedule 40. Vibration: Allied XL Pipe did not leak at or beiow 600 P.S.I., twice its normal working pres- sure, and did not exhibit any signs of weakness, deteriora- tion or wear at the threads. M'cx JEPS'cY (4evo~HYC Arta) 1- oa~ '`~a5 >rvn0rw4PY.-~M~IBi5.R~O NpW YOflN . • .ei.i/ ve.-I)~filrE'GC NOPTXSCXiiCILIN>i3 c:.1=. vzw- „I:..: vo.-e s. -oai o:s.,,o: OXIO G«rra~aiE: _iC35ia<avare-ISJ1I2.W0 C.ei.ar.e-=:l-it'Y r?u!S.P.S, -IT61aN-av:1 OKLAXOMI . s~o:.~+_av ha.-19~e1633.m~0 OPEGON~ ~.,-.IA, n»mr - --~I 'Z, .,o GEYMSYLV>N1.1 -11 =eLeAn.-N'SI]Y..iSu TcNNEiS_Ey wi szom; 6513 bM] TEz s V:FG'.N1.1 ~ 4:i3a'tr:11 ?'<[.-IdGl62'.6dW - L.r ar~. -~PNIt3E-24L W45XINGTJrv _ . --.5. .1111 9H5 .5' Y 5 L+ nN CNii a.,.r,.r>we.a. i.,m..cc. Pa12re0N 3 • '-]il:'/.dvRqmasP6-164}11]teUS LAIIFOflrvlq c n33n:N-i5~'ia-i~ 'MV-16~91 c - ,x:m ,..r,...-m.v:o.t,s, s:~ a:e.dsrviIs~ ~aiiu~° m~oA>oo ~D Je- 3L:q: -Y.IS i.rv.¢enP 5:. - p W I aXZ]:9r FLOflIOA . 1111 ~3-:++O4azsaeaOM.-'a, 63-7S1 GiOPGiA oTA- N. _ G. _„.i ,:..;za, Ha'N111 ILLINOISM I I -9"o 4acwaowa5'+m-IB`'BIV9 Y 5 ITx L+ w I 01}Y1 W]5 IJ -SS a Lou suv+ JK..s..~ ./.S.mtw I v.r< M>PYLaHO tr.-:a±ui - as:! 5--en z.a Pn.v -GCi:e'.s!! M>SSSXOSETTS X s, 11171 .,Ja MCXG `I 1 S ley' J. 014IZi3:a. M NE OiA .,r+. n t ' ziv.'I M SSOVP StR:.:s4'.1'.0 - idi5 0 S:~n FS+^5^~aY ~ 1,1:'~.a5'E. a. vr Cry 5+:'6 - T3:0'Naen-III ~l~-0SW Fire resistance: The me- chanicai and bending strengih of Allied XL Pipe provides equivalent resistance to the stresses imposed by fire. Burst test: Aliied XL Pipe tested to 9,000 P.S.I. Corrosion resistance: Based on the examination of Sched- ule 40 pipe specimens, the Battelle Columbus Laboratories has estimated that Allied XL Pipe would last up to and exceeding 100 years in most automatic sprinkler systems. It is expected that particulariy corrosive condi- tions will result in a shorter service life, as it will tor Schedule 40". 'Factory Mutual Approved for wet sprinkier systems in 7' thru 3' sizes. "Dataiis available in Fe6ruary 27, 1984 report by Underwriters LaboraPories Inc. ULC - Details available in January 70, 1990 repart 6y Underwriters Laboralories of Canada. ULC approved for we[ systems in ihrezded application. ULC approved for wet-0ry-preaCtion and Eeluge syslems in unthreaded apPlication. Speciticalions, descriptions, services aod ilWStrative materiai herein are accurate as known at time of publicalion znd zre subject lo change without notice. Canada AL9EfliA mq4 ; i'sC I[9 -:Md ]Cm St Sc 3ry ]-IaLS :up.5-1iYO!ttu St~ IWT ra'a BPITISN LOLUMBIA n-..,ova*a.,. -°os"e zui„~'•ra._iso~p.a-ssI qurioaat, 1 '^9'~++v- IQ"+, xa.'axi M .~~:K ~ «:mz - :t _,.i,:...;, NOVA $COilq o.,- s:a 1es - n o c.. - imzi+aa.aR. ONTAPIO SimryC1tt. t3c3v9-4:O Seamii 5L-14T:'.Y:~it SaIva xNY' ]CS - i 0`:er~ Gr.m 5~ -1~:6: 35r..'!~ 3Gi - ti'. G-.Cee.i S. -151913M-:['3. SueOVy i:c SJS -It)5 [Nry t- PoM-i:[Si 5::.5.iW OVEBEC 5 ] 2 : . 5 Yk . ~YI.t.S SFSK.ILCX Ni4 Sasw~. $.55.3 Sul EJ-Zni33i:4 n Grinnell * surrLr s.ues cox Rcm[ai $uCCort SlykelinG f55, 52ruc°i U:: E'.nWccaTVenu: Uarsnn, Fi 02910 (:Oq 9=1 .dCCO Grin:,ellCerpotafion.&ecmH?Goa¢s . 0 Ty:o Park 15~~1 5/97SP PftIMEO IN U.S.A. e,siec ux 03833 -160177e5e00 Dyna-HoW High Strength Steel Pipe The original higli-streneth li-htti,all sprinlcler pipe Stiith hydraulics superior to Sch-10. Americau TuLe R Yipe Couilmuc', Dcna-Floi.' is tLc "original" Ligh- strem; tl~ li_lit~..l( sprinldcr pipc. ln udditimi to L.1ciu2 outsiandiu¢ In'drnulics, Dpna-Flo"- pipc i; cco- uomicnl and casy to cut, faLricatc und iustall. Acnilabic tLroich dis- [riLuto:; natiom.idc, Drua-Flox i: recognizcd ns dhc mo;I popular alteniile to concentioval ScL-10 pipe. Amcricnn-iuadc qunlitc and high perfurmmnce enginccring mnl:c D?na-Flos. R \":tIL1I)If additiol to ntn- fire protection cy;tem. ~~.lilTr W r ~ . % R'ith nn inside dinme[er of up tu 11°c larger than Scli-40 and up to T'ir Inr~rr dian Sch-10, Dycia-Flow pipe`s hcdrattGcs .u•e exceptional. Lnrgrr I.Ds enable Dyna-Flow, and dir related compunenL, tu Lc dni, n-tizcd within tLr ;c:ter.:. dnu increa;ing [hc pot?ntial fur joL cuet zncin ,:s. The eiiart :iL-.;ve cumpare; t6e 7.Ds oF Il, r,a-F101; +:i,li ,,:L~~r pipe =ciicdulr:. For compl,•tr Ilar,•n-Vi"ifliame rhzi rts. rr:rr tn `'Dcra -Il,nc Ilvdrauli, Dar:, •rab<<,... :.5=~-' Dcni-Plo~r pipe rniuLinrs tLe efticiency uF adcanced licdraulic 1,crformanct %,-idi tlw enlur nC l~mit-term duraLilit,. LiCr rspe,tanrc. d..fined Lc L n;lrr~,-riters I.nbnratnrir, u< a Crlrro:inn Pr=istancr Hatiu ICFIiI. i: relalkr to [h? <trrm-dh nC thc icenl:e:t pnint oE tl, pipe. t%pi,111 c u[ diejuinL ,V; du'eurlyd Sch-40 pipejoint lia,e CIiR rif 1.00..aII -ize± ll" nf' L)cr,a.-FL~t. 11. ce CIiI: c.~lurs oF I.Qit or ~rrat.•r. dirrrfurr aFFerim =r"Ic.•r lifr rxpertancc. (Jet CliArt al~oce). . iNsinr•, niAIteTEa uL c.a.R.= DiNA-rLOW D]"\ 1- SCH. SCFL D11A- SCH. PCS! I \'PS O.D. FL0~1' 10 40 FLOV' 40 W'l/PT LIF7' j 1" I 1.31i 119~ ~ 1.0-19 2.41 1.00 I.791 91 1-114" ~ 1.CG0 1.5-l2 1.9-P2 I 1.3E0 ~ 1.55 ~1.00 I 1.008 I GI 1-1/2" I 1.900 I 1.752 1.632 I 1.610 ~ 2.4-1 I 7.00 I 1.40-1 ~ 61 i 2" I 2.375 ~2.327 I 2.157 3.06; ~ 1.97 I 1.00 I 1.i69 I 37 I 2.E3 I 2.731 2.63.5 ~ 2.469 I 1.04 I 1.00 I 3.357, I 19 3" ~ 3.500 I 3340 ~ 3.960 I 3.068 I 1.29 ~ 1.00 ~ 3.363 I 19 j 4" I 4.500 I 4.323 I 4.260 ~ 4.026 I 1.00 I 1.00 4.327 I 19 j G" ~ 6.625 I 6.403 I 6.357 I 6.065 I .73 I 1.00 7.714 ~ 10 i I i si i¢ CL CRR formula. CL Fio- Prr':etim Fql, pm. n: DuleIPn Ca:.tnrc 17L1'. m lly-ua-Flow piye i> manuFncttu'ed to mert :1STlI _1 795 Tyi,e E. Grade A nnd i: in complinnce widh \FP.-1-13 and \FPA-14.:11f :ize; of Un,s-Flot, nre ra;rd , [ 300 ysi u url:ing pree,urc. llcna-Flo,, i_ ratzd at 17 5 psi }>Y F\I. Ucna-Flolc is L'L Li>ced. FJ[ :1ppuced ar.d L'I_C Li_trd. Lis;eC A7Prav=d Lis;xtl Dyna-Flow is L L/ L LC Li;tcd (or u=e widh rnll eroocr[L I,Iain-enilcd couplin--. nnkl N.rLlcd joint- fnr N.et, dre prraction and [INluze It i> F1l :lppruceil for roll , roo%rd. pl:iin-rnrL•d. v,nd ~.rLf.~~l juint, for rt sc<tem=. Rrfer [n npprupriatr docunornt:itinn Fnr ul+-tn-datr li=tin, , nd apF,~"N:li ;l,rot,ll:,ti„ll. n,na-rio,: can l-r'"I:nt-dip° p1l'anizrd to r,rert ]'W? r,quirrri,•nt; I,.~r urc P7 Lighhreight nnd ctisy to in;tnll, re_idtins in more elficiznt u=e of }our frziaht and IaLor dollara. ❑ Prucide= staLi(i[r needrd [o eomplc widi elmndarlliau -rr>pacin, (15 ft. O.C.) per \FP:\. F7 :lcaitable instxndardl+n^tlu for cour cnncenirncr. or can Le ordereJ in etutom lene[hli uprn api,rocnl. 13 ra;t cuttine and welding. a: i.zll us eu:c ivll ;_rnucim_ and znd . preparation. a:1~ ailablr iu factorc rull gruoveil fnrm fnr quicl:er:h(Ip [urnIround. E) Clr;m. durnLlt mill rontin, pru,irl<; Inn.~r..eLrlflif °.ind art? au an c~rrllent priuu•r for cu=bom paiut application=. r::!..; i..;. G _ . . ~..,.:.~..,.~_~..n...~,.,~.i......,~. 2325 N. 27;.-I 101 E. Eroa9:v=~ Grtc^-Sar::r_ Fno=nix,AZ85d0? Kd;one,l`+?0?07 1-fii?-977-8323 t-cG_-272-ScOb FAX, w2-269-1324 AStEflICAN TUBE 8 PIPE' ;.11nn 6 'v., . u:m==:=,:re=_ Paddico° C~~ " UL ~ ~ ~ „ i aaFrov_a Ductile Iron Threaded Fittings _ Paddico Ducfile Iron Threaded Fiflings are 100% air-testedin a watersolubfe oil solution. Ductile Iron Hex Reducer h1odel T-105 I Siie I h1 V/rench Size I Wt. Lbs. Box Qty -f 'Lx'L i'/, .40 150 ~ .35 140 131, 1'/x .53 720 Ductile Iron Cross Pdodel T-107 Siz2 I A B Y/t, I 6ox Lbs. aty 1 7'G I i'/: a7 45 i'/• I 7'i. I 1'!. 1.59 I 25 B~- I ill' I i"!q P'!,. 1.69 20 i~A , 2 z~a ~ zv. z.y:. io r ~ . A Redu cing 125 3v 1.4C "c± z.z,i,i ~ 2 ~ V;. ~ aea ~ Ic Ductile Iron Straight Coupling ModelT-i03 Size I A Wrench L';t. Box Size Lbs. q;y 1 I V!. Ily. I .4. 110 ~ J t~. z- I z I .5: I 75 Z'I, I .7i I 6J I ~ 2 2 2'1. I 1.15 I 50 2`%= I 3 I 3';, I 2.29 ~ 15 Ductile Iron Cap G'od:l I-109 Siz=_ A Lbs. f t ~ 1'i~~ I .33 I ic- ' s< ~ J ec A- 2 I i'/: I ,95 I 45 Ducfile Iron Hex Bushing PAod?I T•110 Size I A I L6ts. I OBox ly .22 230 18 200 1:) --1 1'/., 1 1?', .37 150 I Vi= x 1 .53 100 ' _A 1'G:7'/. 1V .35 100 2 x 1 .75 80 2 x 1 V. t'6 . .E9 s0 2 = 17: Y6 I .62 60 Specification & Data Dimensions: ANSI B16.3 Thread: ANSI B 2.1 NPT P.12;eri2i: Ducli!e Iron ASTPA A535 h1ax. Workino Pressure: 300 psi Aoprovals: UL, ULC, FM. 1Nrench:' S±anda;d PipelNrench Installation App!y Tefion tape e; i eF:on p;pe joini compcund on f:le eipe tnre2ds and tic,i`en h;;o io tnree turns beyond h2nd tighi. Nofe Paddico Duc!ila Iron Tnrz=_ded Fittings provid= R10i 8 Sff2flaill 2(1dCOffC51011 (c5!Sf2f1i than standzrd CcSi Iron fittinas. Padd:co ducti!a iron fittings wIll ci50 IIOt CfcCiC IIR°_ casi i.-on ftiinas. Ductll° IfOfl fiiiiilc5 ci8 fl0ilicf fflc'i Cc>f IiOn, fi12:<If1O ffl?iT EcSicf t0 h2flJi° c,'1d Ii15`.cil. Czution: Inst=_Ilers who have not used ductile iron fittings before should be ins;ructed that the ftting have a higher tensile strength thzn stFel pip=. Therefore, over-tightenina tne fi:~ing mzy damage the pipe threcd and czus= I>aks. There should bz 2bOLli Oll'c-flnli a tum ciH=rance bzhveen czst Iron (depend on the threzd of cast iron fittings) ductil= iron firinas. Aoply Teflon izpe or Teflon pipe joint compound on the pipe threzd znd tighten two to thrze turns heyond hand tight. No more than three and half turns! ~ 1Paddicoy ~ULC Approved DLictple iron 7°hreaded Flftings Paddico Ductile lron Threaded Frttings are 100% air-tesfedin a watersoluble oil solufion. Ductile Iron 90 Deg. Elbbw Ductile Iron Reducinq Tee h!od_I T-101 Sizz A ~ Wt. Box Lbs. p;y 1'L I .24 240 i ~i:; .ae i zo t iV, .e: 70 .95 O<o I A ~IE • ~545 1.24 JO f 2 2'/. 1J4 20 2Y: 2'4323 ~ 10 DucYi!2 Iron 45 Deq. Elbo•ov f1iOdBi I'iJ'J SiTc' C S%I. Lbs. BOX atY i 22 2 \ 1 ~ I L~ 1DJ c? J3 ~ SJ " ~ 7'I: I i'lf I .53 , 35 z I , I ,.ss ~ ,e DucEile Ircr S±raiaht Tee Moaei T-10a I si:z i A ~ ~ ~cs i Qr; I ! I is i i . I-~ 1';• r'. I Eq 1.39 i 3: 11- t.E's I 2- I a I a~.I 2 1 2- 1 263 1 1 2 . 2'i: 2 I 4S5 I E ~ Mode! T-105 + ~ T E3 C V/t Lbs, Box Ob: ^6: 40 95 1'/: I JO 55 tsi, I 1'iu t'G: .68 65 7 1 h P/:: ~'h 77 % I 1 1'i. .65 E5 NG 1311, 1'/„ .73 EO P/, 7,/. tsio . 81 SC 7 I °i• ~'ii3 I 7 G I 1 ii 9O . 50 7 7';~~ 7'!x ~"/~s I 7.03 45 1'.~• 1Y. Pi. 7"!n 13G 1.10 40 1'G 1'As .87 45 tsh ~'o qg if 1.1Q 40 a7 40 i I'/• 1'L• I 1';~; I'li. ' 1.14 40 ~ I 1.75 30 1'/~ ' 7.52 I 30 1.50 4' 30 1.r 1."e3 I 3~ 1 .~0 30 i°L 1 50 ~ SO ' L_i_ I 2 I Z'/__I Z I G°/. I Z.~' ~ 15 I ~i'!• L I z'/, i 2'1. I 2.31 I 15 I /4 I P/ 1'/,; 1'/e 30 i ' . 75; t'L. 2 1.Et ~o 1 1 2 1.65 20 ? I 1 2. 1, 2 2.03 I 20 ~ 2 2~i. i r i 2:i~: 1'i; p'h 1'L L 2.37 7.50 1 .67 75 ZO 20 e z tet I I 20 I I 2`i, 2.05 '<J Z'/: i Iz ~ 2 I 1'i. I L i L~nS I 2.11 . 22? I 15_ I 1= Ductile Iron Hex Reducer i L:nd_: I-'iu8 i Siia Size ` Vit. ~ Lts. , Eox O;Y Llz`i: ~ ~ - ~ 1 .53 I 120 I Ductile Iron P,aducinc! 90 Dea. Ethow ~ . Approved ProduCts for Fire Protection P!ping Systems ^ J ~_hTx'a y`-t Y N.;y-, i k''~c~. ,.?'t m ~t ~ 5 , C F~~~',Kry~yyiq.. v~.4y4~~• ' f F ~`•'S R ~ "rS~ ; ~y ~'dP ".nr.v-P ?~r .l ~ \ ~ye. S i P / f ~ yy °a L ~ . ~ ~ . ! Se~_ . NZ iCota`.1'1a An iso 9001 certified company Victaulics products are Underovciter's Laboratory Listed and/oc Factory Mutua System Approved for the secvices and pres- sure Latings shoi for use in public and private water- works aad f~re protection S7-'__"P l2li':-:°L1C 5^"i:- klet, open so*inkler and stanclpioe) a?:d connections to sucn systems when installed in accordance ovith the standard practice covering the instaIlation of couplings of this kind. The following charts were e'n7ed f*om the latest I ~t _~a available at the time of pub- lication. Listinas aze sub- ject to changes and additions by the approval bodies. It is suggested that these chazts be used for quick reference and that current copies af specific UL C" FT.? 2.DDIOVdl.S IJP CO[?- sulted for verification. Products are iJL Listed and FNI [zpproved witn stan- dard Grad2 "E" (EPDM) g*een color code gasket. FireLock products are UL Listed/FM Approved with Grade "E" Type "A" violet color code gasket. Grade "i." (silicone) orange gasket is available for selected products and is UL Listed and FM Approved. Grade "L" (silicone) gaskets are recommended for FIT' products for ficz protection dry systems, oxnth all cou- pl;ng= in s.istems ope*_a;- ing belosv 0°F. Gcade "T" (nitrile) orange color code gasket is also availe.b:e aad is UL Listed. Style 31 cou- plings are supplied with Grade "M" FlushSeal; gas- kets and S[yle 341 Vic- Flangz` adaptecs are sup- plied with Grade "M" gas- kets. Refeience should always be made to the latest Victaulic Gasket Selection Guide far specific gasket service rec- ommendations and for a listing of services which are not recommended. NOTE: TniS publiCa[iGn i5 for 5ubmifta! purpps=i 2ntl ircludes Ii5Ung5 of proC. m's ,c, ,o-a crn=onon s =-,!c=s, aaamoo- 'zolica;ior. Ini assembly ana othzr tlata. Ccntact Vctzuiic tor specific recommendations 2ntl o[her infermz!ion. UL FM UL Listed Working Pressure • PSI FM Rated Working Pressure - P51 Section Pipe Size Standard Weight Lt. Wall Pipe Size Standard Weight Lt. Wall Victaulic Cu: 1 Ro'! RJ! : Range Cut Roll Roll ProducVStyle Reference Inches Grvtl. Grvd. Grvtl. I Notes } Inches Grvtl. Grvd. Grvd. Notes t FIRELOCK' +ao1-i,: ~ ~ r t\ "1~ Style 005 Rigid FireLock^~ Coupling 10.02 1'/.-.8 175 775 175 ~'~•V.D. A,Y,O, 6 1'/,-8' 175 175 775 @.C,F,0,~ FireLock Fitiings - - 70.03 2-8 175 175 175 175 F Sty1e073 . I I ^I FireLock I b 10.12 21hX 175 775 175 @,D.Z.7 2 175 175 175 Q.F,Z,7 Style 006 . FireLOCk7l' End Caps ~ 10.0= i 1'4 - 8 I 11S I 175 i 175 I 1 - 8' 175 175 175 - =err [o nctes cn ezge 5. T_b:e ccn6r,=, on paga 3. 10.01 - 2 ] l UL Listed Working Pressure- PSI Fhi Rated Working Pressure • PSI - Standard Standard Weight Pipe Weighi Lt. Sectior. pip; Size Lt `,iall 5 ze yyall Victaulic . No. Range Cut Roll Roll Range Cut Roll Roll ProtlucUStyle Ref. inches Grvd. Grvd. Grvd. Notes t Inches Grvtl. Grvd. Grvd. Notes tFIRELOCK' 1001-u Style 743 FireLOCk Vic-Flange Adap[er ~ 10.04 2-8 175 175 175 2-8 175 175 175 COUPLINGS AND FITTINGS FOR GROOVED END PIPEm.oi-za Style 07 RigidCOUpling 1-A 500 500 500 x,O,D,A,J,K,V,Y,@,6 5-6 500 500 400 F.!.F; D 1~/-4' 500 500 500 @ C F O ~ f~' 602 8 450 SSO 400 , D.F,.;,,, 5-6 500 SGO 400 , , , , F,I r 10 - 12 400 400 350 D,A,J 8 450 450 4_ ) F,I 14 - 20 300 300 - D 10 - 12 400 400 350 F,I 24 250 250 - D . Flexi6te Coupling 4 6 ~i;-12 1-12 500 - 500 - - 450 D,J,K x,O,D,A,P,V,W,Y,~9,6 12' S00 500 450 @,F.I,O,C, T 0 . 14_ ZO 300 300 - D 2A 250 250 - D 14 300 300 - F Style 75 Flexible Coupling 2- 82 500 - - @ F r C O - 6A5 t%z-4 500 500 500 #,O,D,A,J,K,P,V,Y,@,6 4 1Y 500 500 , , , F 5-8 450 450 300 D,A,P z- - ~ . . ~ 5-8 I - I 300 300 F,1 Gr ;oved . . - - Fit: 7~0z - 12 74 - 24 500 300 500 300 500 - D,J,K D ' "12' 500 500 500 F No. 10 DF Drein Elbow 10.05 2%z - E 500 SCO 500 D 2' E~ °;0 500 500 F No.66 Vic`-End End of Run. , . Sprinkler Outlet 10.13 x"" 175 170 175 175 175 175 'NY _J 7 rla=~ ec rot=5 on pege 5. TaDie mr.5nuetl on pege 10.01 - 3 \ w UL Listed Working Pressure • PSI PW Rated Working Pressure • PSI . Section Pipe Size Standard Weight Wall Lt Pi e Size Standard Weight L W ll Victaulic ProducUStyle No. Reference Range Inches Cut Grvd. Roll Grvd. . Roll Grvd. Notes t p Range Inches Cut Grvd. Roll Grvd. t. a Roll Grvd. Notes t COUPLINGS AND FITTINGS FOR GROOVED END PIPE Style 741 Vic-Flange' 6.06 2- 12 2`0 , 250 252 P 2 - 1" 250 250 25^ I.';.= . Style 743 Vic-Flange C-)% e zs=- 12 soc 50c - 2vz-12 sao soo - Style 72 Outlet Coupling :r ,.X1 4 X t Yz - 6 X 2 500 400 500 400 300 250 A A tbi;;ie-.,:i 4 X 11h - 6 X 2 - 400 400 Su0 200 H,= H,F Style 750 Reducing Coupling = 6.08 2 X 11h - S X 6 350 350 300 A,Y Z X 1+/z - 3 X 2~h 4 X 2- 8 X 6 350 350 350 350 350 200 E,N,F E,N,F Styte HP-70 Ri9id Caupling 6_12 2-8 10-12 750 700 750 700 500 500 D.A,J,K D,A 2-8 10-12 750 700 750 700 500 500 E.F E,F Style 791 Vic-BOl!Izss` Flexible Coupling 6.11 2-4 6 350 330 350 350 350 300 A,D F,D 2-4 6 350 350 350 350 350 300 I,F I.F 8 350 350 250 A,D 8 350 350 250 I,F I t Pa:e1 w^oms an pagz 5. ~ 10.01 - 4 PLsn ~ c-: ~ Wood Drive Screw MODE[. N0.'43 r.-iare.9 iaL. c2~oo,sc<e i FINISH: PIa. ORDER C~uanti' ' ~ size x L--c~zmo- , num 6?r, na-.e SIZc LEn'G , I f.1AX. R"cC. LO.,^,0 1' 700 lu ' 7-1/2 I 160 AI1 Thread Rod 1vtODEL NO. 50 i- ~ USE: fntzrr,.zci=_•=_ me::±~er beC.•;etn structural z • fd.,TERIAL: Ca:ban Sc_a; - i,S=.. Ei.t, Clzs> 2? `i:, USS D!ae'I coarsa tv d T strenc;i 55/70,Ov0 FSI Yie;d 35/55,p00 F51 ea . zrsile ST2 LEi•iGTI-;S: o, i0, 12 ;oot s cnfy S7D tab= _ cuz,;i:,e s) PIidISH: Plai,-c: ele..cro-~a':~nized ORDEP,E!'. c;.tnt:Y,siz_.I=_ ocel r ur ~ _ : , , nzm= ~!Zc:; P i. I i::..^;X. REC. LOF.D I PrGT. FcR iC0 FT P"F TU3E I 1/= . 2S0 ` I IZ 6i0 29 c v E3 i 30 j' s J ~ i 27i0 -c0 " ~ ~ 125 I 60 I i;c I 3i:0 ' c' .3 =0 ~ 4=50 225 ~ 24 30 ii!c i E??0 ) I I I io cGJ:J ~7 i~ 7-J ~ 2s 1vlichigan Hanger Company, Inc. F_c= b.~ , t~oDE~. ~!ca. 100 (zsNC) ~~O; - _ -i~- USE: Designed ;o reduce i;,e "ii lace" cos's of i1s'zIP • p ~ . , ir,y p~ping zysfems !~.!ATERIAL: Cz;co~ sieel . FI\IS!-I:E(ecfrc-Gz!var.i=_d {F.STl,!-Typ= LS) CONFORA4S \YITH: Fed_;zl Specifi.ation W\'J-H.171d 7}'pz 10 and ~f,SS-SP•69 Type 10 LISSING: Urderwri;erz La6oraEcries, Inc. APPP.OYALS: Facfo:y NuFual Firz Inscrz~ce Ccmpani=s . O"D'cP, EY: Pi?e size, ;ap si-e e,;d qvan'riF~ i ~ Dfr..envic-: No. ICo Te::<? I N•_e.E~: oi G:c~: 1Y I h: F P° Tee fle!ed ~ c. H 5l:e Ha.:gr., ~ 5 .p:r F.cc. A I 6 C _n !/._!<dn! h~! P~ lS~. Ca::-a ISv. Vz I1/z I 31/a I 21/2 I Ii16x5j I 3N.C. I IGO II I.~500 ys ~ 31/: I21/2 I l i I6 x S%a 100 400 I3 1/_ I2g i 1/1EX5~. I ~/3 To-o i ~2 ~ 400 V, ~ 3>; I 2~~• ~ 1/16 z ia~ ia l IOQ ~ 13 400 1 Vz 7/s I4 Zi> I Ijlbz~- 100 I 13 400 Z I 7/ I 41/, ~ 31/., I I;'I6 100 ~ 14 500 Z'/, I I~/, I 53/, 3V; 1 3!32z~i: I -~i '1 ~ 50 j 16 E00 2 3 ~~~s I 6~~•' ~3~ I 3/32: 1/2 - i ~ 50 i 18 600 3~~z I~~~ I 7 32 z 2/ I ~ I 5 600 4 z - i I ~ 20 I I 7 ~z I S I I/z I -~~z - i I ~ 20 ~ I 2 I 1000 Sy _ 57 I ly. ' ~ I -1/ I 20 i I f I I 1000 z - d _ 6 I I~; I 10~~, I 5~~y I 1/ x I I sC.a~,.1~ _3~ I 10 ~ . 12 ' I 1250 2 E I 13/ ~ I2j!: I E`~z ' I i ' I 10 I I~ 1250 t ~o /2 P;~ODEL NO. i01 (COPPER) '?%z.~ 2C' ~ I:~FI,: C71:u ..._e ?1/2•• 1? 2V2" Ci . S'~ CT ...';.u, _...~.a C-o+- $p u, / 6and- -'r Iz-1, zd i, acco;dznce ~;•iin 'ag~1o AST?.-f-7ype LS us=: o_sigced fas', aaie _n oi <c-^ . , . ~ h!AlcRln!; Carc~r, s;eel Fllv'i5;-i: Cepp_r-e!ec;rcr!z's=_ ~ CONrO,°,M5 \'/ITH: Fed-rel 5~-cliicz':c: 15'1V-D-I7ID ly- p= 10. er.d MSS-S?-64 ORDc-P E7": lubir,g rc=_.. 'zp si_z zad C;(,y A 6 c...... :..2 o._. T:p Flecr. c_: c~.:. 4'(ef;:. i:" u,d I i~ I'P- " i= I i~ ~ IOQ i I I I =~0 3a 3 100 I I I ;00 ~ I 7r` I gi//, ~4 i//z Icxj I I 100 ~ II I tnp li~ . 100 I 12 I =00 ~i? i i3 I 33< I >>i: I I !I6:5! I^J I 13 ~ Tc r;~_ ~ ;t I ~e. ! 1= I ~ 2'i'2 ~ ~ 7/e ~ =i~: ~ ?;!1 It: 3 ~ I~/~ ~ ~ie I ?iz ~ 3is'=i-' I=v i5 i c'~J 4• I 1 i,` I 7 I e7, I 3,!32 : ~ i%?= I =0 I 9 6cp 5 I I~~z I E~/ ~ I 5 i e I V. 20 I I S 1 C~ b I 1i: ~oi/is 12 IC"DJ ~ ~ \ FIG. 207 B_A.FFZE PLATES Maferial - Ca= Stezl Funct,"on - To ci: c~ heat toaara fne sp~n::ler heae an, zu:o-: 8*z spo^n;ie: sys:er.:. Fir.ish - Mi . Ga:•vzaizee Order BY - FiBurz ^u-toe: saue>e c:-neasion, gzege mzce;iz'., z-d'ed:e sfze. No*e - O;ner sizzs znc s?!i; p!z;e ~'o., -s avziiaoie. Cons~'.; ;acio:y. 12x12x2pgz 150 18x18x20gz 330 Sue Bange - l/S th-u i€;:cn *,:zcn .:::ea-. yfaterial - Cz:oos SEeei Ftr.ish. - Eiec.:o-Gz:veti'<2c z..e S. .-'+.z~s Scee':. Order By - rieurz nur,:ber, c;a~:?;e; !en5 a.^.e `i^s / A-Nj FIG. 210 5s=t F_DRT? ~ LNc ANCH0pv ~ ?4cieria! - Cz:bo:: Scee: Eectr^-G, ' zn's<-z'_ 07de; F'y - ' -_rz -..:-c2: z..: ~ Soils and M Materials onsultants, Inc. C Vdi) Ojlla & Company 6425 West 52nd Ave., Suite 1 Arvada, CO 80002 Reviewed by: Keith D. Seaton, P.E. Senior Engineer 5604 KENDALL COURT ARVADA,COLORADO 80002 Phone (303) 431-2335 Fax (303) 431-2594 June 16, 1999 Project No. 3-58422-02 Date Observed: 5/17/and 5/24/99 by L. Lucas Subject: Pier Drilling for Casey's RV~at Lots 3, 4 and 5, 44"' Avenue Industrial Park", Jefferson County, Colorado. Reference 1) Our Subsurface Investigation for the Subject Site, Project No. 1- 2576-01. . 2) Foundation Design for the Subject Site by JVA, Inc., Project No. 8345. The pier drilling operations at the subject site were observed on the referenced dates. During this period, we observed 42 of the 42 piers. Eleven of the 42 piers observed required casing procedures to complete the hole. The soils exposed in the excavation and the type of foundation under construction are consistent with recommendations presented in the above referenced documents. The piers observed were bottomed in materials suitable to support design pressures recommended in the above referenced documents. The piers observed met the minimum penetration and shaft length specifications of the referenced documents and were properly drilled and clean to our satisfaction. Reinforcing steel cages were placed in each pier hole prior to the placement of concrete. SOILS AND MATERIALS CONSULTANTS, INC ~ Bashar M. Haffar Project Engineer BMH/KDS/rhb Copies: 3 ~p Q ~v •`\\~~p~oon,u;ummuulii~~~~',' `J / • . . • l~--~ ~ tq It M W 0 Z Y U a~ 'o a` ~ 0 (6 r, LO N ~ M O O Z U ~ C ~ u a N m ~ 0 2 N x Y ~ E N ' ~ C (D ~ O C E - 0 V ID ~ N O O O O ~ O O O O O N O O O O c c ~ d a U a C ~ 0 M -14 U Z - O O O ~ ~ O O O O ~ O O ~ 1 o v O O O O O O \ ~ O O O O O O ~(Da 0 0 0 a Dc L a d N m'j aYi W 03 W W CO OJ W W 00 W W W N W 00 DO 00 a ~ or m c- ~ J ~ N w ~ M ~ ~ ~ ~ ln Ln ~ [t Ln (O Ln G~ M ~ M M ~r7 M M M M M P7 (p (7 M (p (p ~ U J O M M M ('7 M Y ~ (D ~ ~ co c0 (O i a « a co I~ i~ co co tn h w t~ co ~ 0 N-~ M (p M M in M M M (7 (h M pp M P7 (p (p OD ~ M M M (7 M (7 N y (D ' ~ U ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N ~ N N N a N ~c p ~ O W ~ 61 0 N M ^ ~ ,a ~ d' d' N M ID~ N ~ N N M N N N ~ M a ~ . p ~ 0 ti U ti U U U m m m o p ~ p p J N a I, 1, W W W W W W W W W 0) a) a) W a) W co . a- a LC) LL~ ~ m U) LO LO LC) LO Lr) LC) Lo LD LC) LD Lf) LC) I O (6 n LC) N LO M W O Z U N o a` ~ M O v- z 0 Q) N U ~ C ~ ~ m u) a ~ ~ ~ 0 a (L) ¢ Y CJ - - N - Q O Y d ~ ~ C ~ N U ~ N N Q y ~ O U V Y m O ~ ~ . 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DESCRIPTION ~ U O CS THESE ARE TRANSMITfED As checked below ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval XFor your use ❑ Approved as noted ❑ Submit copies for distribution *>d As Requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 7RLs sL o v4.t2 66- (a4A4-r )4o u laJA ti;n W 17 /AZAICA-A= COPY TO If enclosures are not as noted; kindly notify us at once. Si PROPERTY MERGER AGREEMENT FOR LOTS 3 AND 4 of the 44th Industrial Park Subdivision plat This Merger Agreement dated for reference purposes only this J,_~_ day of rl 1999, is by and between the City of Wheat Ridge, County of Jeffersoq State of Colorado, a bod politic and corporate (the "CiTy") and ) Steve Casement and Lonnie Casement (the "Owner). RECITALS A. The Owner is the owner of record of certain contiguous lots located in the city of Wheat Ridge and described as follows: Lots 3& 4 of the 44th Industrial Pazk subdivision plat, filed in Book 143, Page 42, Reception number F0700216, dated 9-23-1998 in the County of Jefferson, State of Colorado. B. The Owner has filed an application with the City to combine or merge the above described parcels into one pazcel. C. The Owner finds that the merger of the subject lots into a single parcel will improve and will not injure or reduce the value of the land. D. The City Snds that the merger of the subject lots is an action which is exempt from tfie definition of "subdivision" or "subdivided land" as set forth in the City's Subdivision Regulations NOW, THEREFORE, IN CONSIDERATION OF TFE ABOVE, TfE PARTIES AGREE AS FOLLOWS: The Recitals set forth above aze incorporated by this reference as if fully set forth herein. 2. The, contiguous lots described in Recital A above aze hereby combined and shall henceforth be and forever remain one single lot unless the lot is subsequently subdivided pursuant to city regulation. All interior lot line(s) lying within said combined lot aze hereby vacated and shall no longer serve as boundary line(s) sepazating legal interests in reat propeay. 3. The Owner shall not transfer legal or equitable title to any portion ofthe new combined lot (by deed, deed of trust, inheritance, Gen or encumbrances of any kind, or otherwise) without further approval of the County as required by the then-applicable rules, regulations, policies, and procedures. 4. The Owner authorizes and hereby directs the county Assessor to combine the contiguous lots described in Recital A onto one schedule number for purposes of assessment and taacation, if such combination is deemed appropriate by the county Assessor and to combine the lots into one (ot on the Assessor's maps. 5. This Agreement shall be perpetual and shall run with the land and shall be binding on all successors and assigns of the Owner. CITY OF WHEAT RIDGE ATTEST: By: • i ~ Director of Placming and Development sTnTE oF coLORwo > COUN7'Y OF JEFFERSON 1 SS Subscribed and swom to before me this 30 ~ day of r'1 ~1 ~C-1l 1999, by S+eve C~sefn~+ Lonnscmeni-- WITNESS my hand and official seal. My coaunission expires: l I~y • Notary Public - - - ~ ~ 0 ~ ~ ~ li rv ~ I_ c~ j ~ . ~ 0 ~CI 1> D ~t p -~~x~oo~c~~ ~ ~ ~~o~~ 0 z-,<~~ ~zr~~r~-r, , ~ ~ b ~ v~ ~ e~ u~ < ~ ~~r~ _ `~Zro ~ u~ ~ ~ Q ~7 ~ ~ ~ ~ ~ ~ ~ r~~G~~I ~ ~ ~ t~ N _ ~ Z p ~ ti ~ ~ ~E~ a `~`~i , 7~m Z ~4~{ ~ ! ~ ~ ~ ~ ~ ~ -~ry Ut ~ ~ . ~ . 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Z Q Q V a a c=j ~ ~ V ~ Q V Z w 1- 0 za a I V • 0 11/21/,2000 10:07 3037953072 PHRUGON ENGINEERING PAGE 02/02 ~ PARAGON ENGINEERING CONSULTANTS, INC. zvovember Zi, Zooo Nfictae~ ~cia Aevelopment Review Engineer Pubuc Works Aepartment City of Wheat Ridge 7500 WesT 29" Avenue Wheatridge, CO $0215 Via Fax and U.S_ Mail Re: 44i° Imdustrial Pazk - 12350 West 43rd Drive Casey's RV Service Center, Pazagon Job No. 00-009 Dear Mr. Garcia: i/- z 1-oo Tbis lerter wffl serve as the Lener of Certification &om the Engineer-of-Record per your requen for the above zefezenced project. A site vzsit was performed on November 20, 2000- The project was found to be in substantial conformance with the appzoved engnzeering drawings perfornned by ouz offices. Should you have arry questions, please caA, Sincersiy,~ ' ~ Tbozbas A. Gazdner, P.E. No. 19338 Pz'oject Managez cc: Jozdan Goray, Ojala Steve Casemerrt, Casey's RV Center E:VOBS',OOOOAdouvnencs*ci.le¢<rnav.wpd 5575 South Sycamore, Ste 103 / Littletan, CO 80120 /(303) 7994604 % FAX (303) 795-3072 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) 12900 W 43RD DR 20416 Ojala & Company 10382 4/17/00 Property Owner : Property Address : Contractor License No. : Company : Okay per PID and Alan W. 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 restrictio of record; that all measurements shown, and allegatic made are accurate; that 1 have re nd agree to abide b all conditions printed on this application, and that I assume full e onsibil~ty for a ce with the Wheat Rige Bu'd d Code (U.B.C.) and all other applica le Wheat,l~idge ces, for work under tli~s perrt~it. (OWNER)(CONTRACTOR) SIGMEDvXi AiOy? DAT Okay Use: Description : 1 Story sitejast tiltup concretels T roof structure & class A EPDM no vehicle service work here RV service/warehouse bldg. w/22'6" total hgt. w/precast double covering. Drive-in overhead doors for servicing living unit only, BUILDING DEPARTMENT USE ONLY N ~ 11EM Approvai : MEO Zoning : PID Approval: DM Approval:GK Occupancy : Walls Building Permit Number Phone : 422-2001 Phone: 303-420-5656 Construction Value Permit Fee Plan Review Fee Use Tax Total Date $143,930.00 $1,240.15 $806.10 $2,158.95 $4,20520 SIC : Sq. Ft. : See attached PW review sheet ENGINEERING FEE $550.00 Roof : Stories : Residential Units : Electrical License No :1g583 Plumbing License No :18498 Mechanical License No : 19993 Company :Osage Electric Co. Company :LANDGRAF PLUMBING Company : Rogers & Sons Inc. Expiration Date : 2/28/01 INC. Expiration Date : 5/21/00 Expiration Date : 10/7/1999 Approval : Approvai : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur applicalion antl is subject to the laws of the STate of Coloratlo antl to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work authorized is not wmmenced within sixiy (80) days from issue date or (6) the buildin9 authorized is suspended or abantloned for a period of 120 days. (3) If ihis 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 theoriginal plans antl specifica6ons and any suspension or abantlonment has not exceeded one (1) year. If changes are matle 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 thatwill change the natural flow of water causing a drainage problem. (5) Contrac[or shall noUfy the Building Inspector twenty-four (24) hours in atlvance for all inspedions and shall receive written approval on inspec6on card before pmceediing with successive phases oF the job. (6) 7he issu f a permil ihe approval of drewings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions oftlhei~ in otherordinance,law,ruleorregulatioa . . . e . . . . . Chief Building In ector ` 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) Buiiding Permit Number : 16J~ Date : PropertyOwner: Property Address : 12900 W 43RD DR Phone : 422-2001 Contractor Licen'se No. : 17728 ~p}u~- • Company : Ojala & Company t5oU e Foreima,q - Phone : 420 5656 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT C t t V I ' 143 930 00 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 restrictions of record; that all measurements shown, and allegations made are accurate; that I have r and agree to abide b all conditions printed on this appliration, and that I assume f II sponsjb;lity for ia ce with the Wheat Ridge Building Code (U.B.C.) and all other appl a e Wh~a~ Ridge nces, forwork underthis oerFnit. (OWNER)(CONTRACTOR) ons ruc ion a ue Permit Fee Plan Review Fee Use Tax Total , . 1,240.15 so6.1o{< ^ 2,158.95 4,205.20 t ~ USO: Description : 1 story se cast tiltup concrete o#fice/RV service/warehouse building w/22'6" total hgt. w/precase double T roof structure & class A EPDM roof covering. Ddrive-in overhead doors for servicing living unit only, no vehicle service work here BUILDING DEPARTMENT USE ONLY ; S : ~q. Ft: . ~ov~. 0 q616, y~ ~ RECEIV~D ~ Zonin ~i mfin°e.~- C9lL : M,~~ 2 8 T49~ 3,' r~~; ~ Approval : l~ ~ .wcl~ ~,t ~~r.~ P.W. Ir~'r~ Approval ~ c3` Occupancy : walis : Roof : Stories : Reside l+ ' s:" Electrical License No :1g5g3 Plumbing License No :18498 Mechanical License No : 19993 Company :Osage Electric Co. Company :LANDGRAF PLUMBING Company : Rogers & Sons Inc. Expiration Date: 2/28/2001 INC. Expiration Date: 5/21/00 Approval: Expiration Date: 10/7/99 Approval: Approval: (1) This permit was issuetl in accordance with the provisions set foM1h in yopur application and is subject toMe laws of the State of Colorado and to the Zoning . Regulations and Building Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) [he work authorized is not commenced within sixty (60) days from issue date or (e) the buiiding authorizetl is suspendetl or abantlonetl for a period of 120 tlays. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amouni normally required, provided no changes have been orwill be made in the original plans and specificaiions antl any suspension or abantlonment has no[ 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) Noworkofanymannershallbedonelhatwillchangethenaturalflowofwatercausingadrdinageproblem. (5) Contrador shail noliry the Building Inspectorhventy-four (24) hours in advance for all inspections and shall receive written appmval on inspection card before proceediing with successive phases of the job. (6) The issuance of a ermit or the appmval of d2wings and specifications shall not be construed to be a pertnit for, nor an approvai of, any violation oFthe provisions of ihe buil9iAaarWvy(her ordinance, law, rule or regulaUOn. Chief ~ 7500 WEST 29TH AVENUE • WHEAT RIDGE, COIORADO 80215 March 16, 1999 David Foreman Ojala & Company 6425 West 52nd Avenue Arvada,'CO 80002 (ZSSO °k- The City of GWheat GRidge ~ ~-l~clsv 7 Subject: Building Permit; Casement R.V. @ 44'h Industrial Park d Dear David: I have done an initial Planning Department review of the plans prepared by your office for the above referenced building permit. My comments are as follows: LANDSCAPING 1. Per PID Section h) 6) Open Space and Landscaping, please indicate that 60 percent of the trees shall be conifers (required prior to building permit). 2. Is Mr. Casement interested in buf£ering his use from the CDOT facility to the south? 3. Per PID Section h) 10) Open Space and Landscaping, there is a requirement for landscaping the 43rdbrive right-of-way. The landscaping needs to be shown on the plan and coordinated with the land developer (Tom Hartley). This means that one of the three landscaping alternatives in this section ofthe PID needs to be used to landscape all the right- of-way frontage for West 43rd Drive inc(uding Lots 3, 4 and 5. Interior landscaping of Lot 5 can be done when the lot is developed. Your plans should show the ri.ght-of-way landscaping in some manner, with a note that the actuat landscaping shall be done by the project developer (required on plans prior to building permit, required in field prior to certificate of occupancy). 4. Is it necessary to use the black slats in the chain link fence along the east side of the project area on Lot 3? From our experience the slat material degrades rapidly in Colorado weather and ends up being an eyesore rather than attractive. The fencin~g without the slats would be preferable to the Planning Department since no development east of the fence, on Lot 3, is anticipated. PARKING 1. I believe we need to use the office parking calculation of one per 200 s.f. for all actual office square footage. This would bring [he office parking requirement to 13 rather than 8 (required prior to building permit). 2. The parking spaces shown in the south-west portion of Lot 4 do not measure the minimum of 10 feet by 20 feet. This needs to be changed so that all parking spaces are actually usable (required prior to btiilding permit). (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX; 235-2949 3. Where will the future required parking area come from when the building expansion on Lot 4 is constructed? This should be included on the parking matrix under a headin-, such as Parking Required For Future Building Expansion, or similar wording (required prior to building permit). ' 4. The entry gates into the pazking area from West 43`d Drive look tike they will negatively impact parking when they are opened. Please provide a note of how the opened gates will operate so as not to impact parking spaces (required prior to building permit). 5. Please provide a note regarding the actual usage of the "Show Slabs", and if these spaces are to be included in meeting the parkin-, requirements. It is important to fully describe the use anticipated for these slabs, to insure that long terin parkin- of R.V.s will not be an allowed use (reqttired prior to building permit). PLATTING Per Section g) of the PID, Planning Depar[ment approval will be required in order to build over the lot line (Lots 3 and 4), and a corresponding mylar should be recorded at the County. This procedure will be called a Consolidation Plat, for which I have included the procedure and an application which you can complete and retum to the Planning Department. Relevant easements should be eliminated and all utilities should sign off on the Consolidation Plat. Additionally, at the sugaestion of our Public Works Department, this might be a good opportunity to split Lot 3 and create a separate lot containing the detention basin (reqirired prior to builcling permit). PROPERTY OWNERS ASSOCIATION We have yet to receive a revised Property Owners Association document which addresses maintenance of common area, including detention area, landscaping (required prior to building permit). Thank you for giving us ample time to prepare comments on this application, and please call me at 303-235-2854 if you need more information or clarification. Sincerely, Martin Omer, AICP enclosure cc: Alan White Darin Morgan -Greg Knudson 44`h Avenue PID file Tom Hartley Tom Duffy March 22, 1999 o jala & company Allan White Planning Department 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Re: Casey's R. V. Service Center Site in the 44th Avenue Industrial Pazk 3/18/99 Dear Allaq Thank you again for taking tune to meet with us on the above reFerenced project. I am writing to confirm our understanding of the items discussed in that meeting. Following is a synopsis (also, this is response to the Planning Department Review Comments); LANDSCAPING 1. Per PID Section h)6) Open Space and Landscaping, please indicate that 60 percent of the trees shall be conifers (required prior to building permit). Response: Ojala & Company will make changes to Landscape to bring trees up to 60% conifers. 2. Is Mr. Casement interested in buffering his use from the CDOT facility to the south? Response: No 3. Per PID Section h)10) Open Space and Landscaping, there is a requirement for landscaping the 43rd Drive right-of-way. The landscaping needs to be shown on the plan and coordinated with the land developer (Tom Hartley). This means that one of the three landscaping altematives in this section of the PID needs to be used to landscape all the right-of-way frontage for West 43rd Drive including Lots 3, 4 and 5. Interior landscaping of Lot 5 can be done when the lot is developed. Your plans should show the right-of-way landscaping in some manner, with a note that the actual landscaping shall be done by the project developer (required on plans prior to building permit, required in field prior to certificate of occupaucy). Response: Landscaping in the 43rd Drive ROW will be; minimum of 10' width of smooth river rock cobble 4" min over weed fabric. Planted within that strip will be the requirements per PID Eachibit B item h)10)(a). The frontage in frontpfLot 4 and a portion of Lot 3 will be planted by the Owner of those lots. Lot 3 frontage along drainage easement wi11 be planted and landscaped by the Pazk Developer Tom Hartley. The Casey's RV Center project will be able to count this landscape for it's site compliance. 6425 West 52nd Avenue, Arvada, Colorado 80002 Telephone 303-420-5656 • Facsimile 303-420-7931 4. Is it necessary to use the black slats in the chain link fence along the east side of the project azea on Lot 3? From our experience that slat material degrades rapidly in Colorado weather and ends up being an eyesore rather than attractive. The fencing without the slats would be preferable to the Planning Department since no development ease of the fence, on Lot 3, is anticipated. Response: Per discussion the fence will remain however all black slats will be removed from fencing. PARKING I. I believe we need to use the office parking calculation of one per 200 s.f for all actual office square footage. This would bring the office parking requirement to 13 rather than 8(requued prior to building permit). Response: After discussion it was noted that the parking requirement used was for office/warehouse - 3 per 1000/1 per 2,000 with that calculation we needed 2. The pazking spaces shown in the south west portion of Lot 4 do not measure the minimum of 10 feet by 20 feet. This needs to be changed so that all pazking spaces aze actually usable (required prior to building pernilt). Response: Parking spares shown aze the dimensional minunums that city requires - 8.5x18 for 90 degree parking. 3. Where will the future required parking area come from when the building expansion on Lot 4 is constructed? This should be included on the parking matrix under a heading such as Parking Required For Future Building Expansion, or similaz wording (required prior to budding permit). Response: Pazking for future building expansion will be in Lot 5 as that expansion happens (noted on plans). 4. The entry gates into the parking azea from West 43rd Drive look like they will negatively impact parking when they are opened. Please provide a note of how the opened gates will operate so as not to impact puking spaces (requued prior to building permit). Response: Gates at entry drive swing both ways and will be secured in open position opening out during business hours and they will be full height chain link for securiry per Owners request. (not pipe rail as discussed) 5. Please provide a note regarding the actual usage of the "Show Slabs", and if these spaces are to be included in meeting the parking requirements It is important to £ully describe the use anticipated for these slabs, to insure that long term parking ofR.V.s will not be an allowed use (required prior to building permit.) Response: Show slabs aze actua(ly delivery slabs for use when vehicles are picked up by purchaser. They wil] be changed to delivery slabs and a note that pazking is limited to 24 hours. Also, they aze not used in the pazking count. PLATTING Per Section g) of the PID, Planning Department approval will be required in order to build over the lot line (Lots 3 and 4), and a corresponding mylar should be recorded at the County. This procedure will be called a Consolidation Plan for which I have included the procedure and an application which you can complete and retum to the Planning Department. Relevant easements should be eliminated and all utilities should sign off on the Consolidation Plat. Additionally, at the suggestion of our Public Works Department, this might be a good opportunity to split Lot 3 and create a separate lot containing the detention basin (required prioc to building permit). Response: Per discussion; Tom Hartley would like the platting to be as expedient, simple and least cost to new Owners as possible. The option discussed was a deed restriction that would be filed with the City/County and would address the building of buildings on two lots by not allowing the sale of either lot separately. City surveyor and Alan White will look into this possibility. Alsq the replating would not be required before pemtit issue however, it would be necessary before C.O. PROPERTY OWNERS ASSOCIATION We have yet to receive a revised Property Owners Association document which addresses maintenance of common area, including detention aze, landscaping (required prior to building permit). Response: Tom Hartley wdl supply the documents to the City addressing City's concems before pemvt. Thank you for your help in these matters. Please call if any of the above information is incorzect or not as we discussed. Sincerely,~' l~ David C. Forman Architect cc: Tom Hartley Steve Casement Martin Orner Greg Knudson ♦ RECEI~.~ED ~IOV 13 ele-we* Recreational Sales ~ dij ~ Novernbez- 13, 1992 Dear Mr. White: i wouid iike to thank u Ior ta}:iri_ the tirne out of + ~o ~ yoUr s:_reGUiL iast week for the ve'ry productive rneetinq we had regarding our development propusal. We appreciatE your willir,nness to review our concept openly and share your candid comments. As you are awa're, Gasey's Recreational Sales has been in business in the City of ',Vheat kidge fur the past fcjur and a half years. Lonnie and I are proud t]-iat Gasey's has steadily gruwn to the poin± wtiere we rnust have ou'r awn se'rvice facility to gua'rantee quality service for our customers and stay competitive. Our pruposal is to locate the Parts and Ac.cessaries sales and service facility on lots 3, 4, and 5 of the 44th Indust'ria2 ParY.. The primary purpose of the pruposed facility will be the sale and installation of Parts and accessories for Recreational Vehicles (RV). A secondary use for the facility will bE the check-out and releasE of RV's to the Fiurchasers. Additionally, light service and warranty repair will be pe'rfo'rmed on RV's sold at Casey's Recreational Sales. This facility will not be a repair and service cente'r for drive-train worY., rieavy body repair and painting, ar any other tepair and servicE item identified Yiy City 0'rdinance as not perrnitted. Furthermore, this facility will tiot tie used as a pe'rmanent StGf'dJB location for disahled vehicles. As cunceptualized, but without a professional site plari, our use will take p1acE entirely witYiin an enclosEd building, which will include five (5) pull ttirough service bays, parts and accessory department, office space and a customet eales and wa.iting area. Based nn the meeting we had ori November 6, we have the fallowing understaridin_q to thE Sollowiny items: 1. We are p'roceeding with the unde'rstanding that you agree c,ur proposed use is cornpatiLle with the 44th Industrial PID. The approval fo'r our project is subject to the Building DEpartment review prucess. 4120 Youngfield • Wheat Ridge, Colorado 80033 (303) 422-2001 • FAX 422-2901 (~,~cwe* Recreational Sales MOTOR HOMES 6 TRAILERS P.s an agreed upon additional step tu the process, we wi11 have a conceptual site plan meeting with you to review our plan and pcovide you with the oppurtunity tu give us feedbaclc before we make our formal submittai. ' 4. In regard to tTie fact that our we would like to refer to item YID. Item "G" states, "In case the same purchaser/owner, side requirements as they wnuld effi --hall be waived, subject to an C:ity of Wheat kidge". tacility will span over 3 lots, "G" of thE 44th Industrial Park of multiple lot awnership by setback and other related =ct interior side lot lines administrative process by the 5. ThE intent af Gasey's is to conform with all PID and City Ordinance requirements pe'rtaining to tYie 44th Industrial Park. Building height, setback, screenirig, parking and landscaping requiremente will be adhered to as defined in the 44th Industrial PID and applicable-City_ordinance. The building Hill be designed to Le compatible with the PID architectural design guidelines while also being identifiable with Casey's Recreational Sales. We appreciate.and are encou'raged Liy you and your staff's willingnESe to work with ua un this p'roject. My wife and I want you to know how imFortant it is tor us to bE viewEd positively in the t,usiness communi,ty. We havE Enjoyed participating in many c.omrnunity oriented evente ove'r the yea'rs and enjoy uur personal and business relationship vith the City of Wheat Ridge. Ynu can be confident that we will always tnaintain the high standa'rd oi businese operation and appea'rance that we tiavE displayed to this point. SincE'rely, Steve & Lonnie Casement 4120 Youngfield • Wheat Ridge, Colorado 80033 (303) 422-2001 • FAX 422-2901 , . 1Na*ltt- PA2~-- rAl C~~~ Gse~fi .0ktoEa,w-t Joh K /d UDO Sf ± ol~Z~ y`~r'fs dept lv~ --qwv( y s- cy~~ G1DY~ dodu, Ivtsr&, • 1~ cGt~ o~f ~te+.c~ u4ifs ' ~(c2 ~ Gf.~~owl ~~l cQ., ' 11~0~1 c~-drfe~ oxz0i,nm0olot/0 ~1~P{11c~es~i v~~l~- • ~o Pti9ine,, M k3k~ uehtcL ibi f Aot a 6eI J 0e tzv 3, 9-, ,5 - ~ cphoo ov, YGse lo~s *~r7~fX;nJy ocll°S 4r~e ~ ~6 lof 4etvk~e, loXbxs rc( PROPERTY MERGERAGREEMENT d U ~ ~ FOR LOTS 3 AND 4 of [he 44th Industrial Park Subdivision plat This Merger Ageement dated for reference purposes only this r7day of r(' 1999, is by and between the City of Wheat Ridge, County of Jeffersoq State of Colorado, a bod pofitic and corporate (the "CiTy") and ) Steve Casement and Lonnie Casement (the "Owner). RECTTALS A. The Owner is the owner of record of certain contiguous lots located in the city of Wheat Ridge and described as follows: Lots 3& 4 of the 44th Industrial Park subdivision plat, Sled in Book 143, Page 42, Reception number F0700216, dated 9-23-1998 in the County of Jefferson, State of Colorado. B. The Owner has Sled an application with the Ciry to combine or merge the above described pazcels into one parcel. C. The Owner Snds that the merger of the subject lots into a single pazcel will improve and will not injure or reduce the vatue of the land. D. The City Snds that the merger of the subject lots is an action which is exempt from the definition of "subdivision" or "subdivided land" as set forth in the CiTy's Subdivision Regulations. NOW, THEREFORE, IN CONSIDERATION OF TFE ABOVE, TFE PARTIES AGREE AS FOLLOWS: 1. The Recitals set forth above are incorporated by this reference as if fully set forth herein. 2. The comiguous lots described in Recital A above aze hereby combined and shall henceforth be and forever remain one single lot unless the lot is subsequently subdivided pursuant to city regulation. All interior lot line(s) lying within said combined lot aze hereby vacated and shall no longer serve as boundary line(s) sepazating legal imerests in real property. 3. The Owner shall not Vansfer legal or equitable title to any portion of the new combined lot (by deed, deed of uust, inheritance, lien or encumbrances of any kind, or otherwise) without fuRher approval of the County as required by the then-applicable rules, regulations, policies, and procedures. 4. The Owner authorizes and hereby directs the county Assessor to combine the contiguous lots described in Recital A onto one schedule number for purposes of assessmern and taxation, if such combination is deemed appropriate by the county Assessor and to combine the lots into one lot on the Assessor's maps. ~J 5. This Agreement shall be perpetual and shall run with the land and shall be binding on all successors and assigns of the Owner. CITY OF WHEAT RIDGE ATTEST: gY: Direaor of Planning and Development ~ ~ STATE OFCOLORADO ) COLJNTY OF JEFFERSON ) SS Subscribed and swom to before me this 30 ~ day of m Q ~ ~-~'1 , 1999, by S+evG Cosc~ri~„+ lonnre~` 5 n+cn-~- WITNESS my hand and official seal. My cortunission expires: JZ4 l z600 , ~ Notary PubGc + PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date l'~ o O Applicant o(aig t (owxpG,..y Phone • f~20- S(o ✓ • ~ . / - Location of Construction \21 co V) L"i 5 ~ 00 Purpose of Construction .J uJ J.ge Building Permit Value W3J 930, Single Family _ Commercial Multi-Family DEVELOPMENT REVIEW FEES O~ Development Review Processing Fee: $50.00 $ (for document processing) Single Family Residential Review Fee: $25.00 $ d (for review of applicable technical documents ) Commercial/Multi-Family Review Fee: $50.00 fee (for review of existing technical documents), $500.00 fee (for review of technical documents for ao construction in right-of-way, final drainage report and erosion control plan). $ • Subdivision Improvement Agreement Fee: $125.00 $ ~ ~ (fordocument processing and recording) Development Covenant Fee: $125.00 $ (for document processing and recording) CDOT Access Permit Fee: $100.00 $ (for document application and processing) Traffic Impact Study Review Fee: $100.00 $ (for document review and processing) Flood Plain Variance Review Fee: Class 1=$100.00 Class II =$150.00 b (for document review and processing) L ~ TOTAL REVIEW FEES: (due at time of building permit issuance) $"3S C), _ PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applic nt ~ Date \ oF w~T DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICAT/ON REVIEW " oLORP9o Date: I o0 . _.I _ . . . . Attention: Building Department I have reviewed the attached materials submitted in application for approval of af)CU~ L vj'rt~ G at the above referenced address. Please note the summary comments below. 1. ✓ Boundary Closure: ~ OK _ Not OK; refer to stipulations. 2. ~ Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Lot drainage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and are: X OK Not OK; refer to stipulations. 3. ~ NPDES Permit Required: _ Yes _ No 4. Public Improvements: a. street paving needed: Yes ~ b. curb and gutter needed: Yes X c. sidewalk needed: Yes X d. street lights needed: Yes ~ e. storm sewer needed: Yes x f. letter of credit required : Yes X If a letter of credit is required, for what improvem ents? _ f Amount of letter of credit: 5. Subdivision Improvement Agreement required: Yes JC' No 6. Development Covenant required: _ Yes ~ No If Yes, for 7. ~ Traffic impact analysis and report required: Yes No 8. State Highway Access Permit needed: Yes >G' No 9. New roadway or alley R.O.W. dedication recommended: Yes No If yes, what is recommended? 10 All e ting dedicated roadways/alleys meet the standards of the City:~ Yes No If ;fhich do not an~ what is requested: ` - 1 L P OVAL: T rPublic W rks Department has reviewed this request and hereby gives its ap val, subjec o the abov and/or attached stipulations. . 4 Sign ture ~ reg Knudson Dat~ 12. _ NOAPP OVAL: ThePublic Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Greg Knudson Date 13. _ Stipulations attached: _ Yes _ No 14. _ SummaryCryomments: Anj A asnnG.ai, ~YO fiA[.j 5+ vJbkw ~ - ~ - - o . -rcccn d OT pCo,30.t 1~ « -~o o. No No No No No No Gtr- 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 The Ciry of 4H4;~ WE~1Vh eat ~ GRidge °toRaaLETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE LF 13 0o ADDRESS IZ~ED ~V• N3~D~.~~7 7 / Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s)of the public imnrovemPnr_G ar rh;p you have any questions, please contact me at 235-2868. 'ncerel~ ~ G eg udson, M.P.A. , Development Review Engineer cc: File (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 r VED i RENO~V13 ~ Recreational Sales MOTOR 'HOMES TRAILERS ' I ~ Novemtrer 13, 1992 C}ear Mr. 4lhite: I would like to thank you far taY.ing the time out of yaur schedule Yest week fo'r the ve•ry p'roductive meEting we had regarding aur development proFusal. We appreciate yuus willingnESS to review our c:oncept openly and share you'r candid comments. As you are aware, CasEy's Recreational Sales has been in businees• in the City of Wheat kidge for the past four and a teall yEars. Lonnie arid S are prctud that C:asey's hae steadily grown ta the point wY,ere'we must taave our own service facility to guarantee quality service far our customers and stay competitive. Ctur psoposal is to lacate the Parts and Accesso'ries sales and service facility on lots 3, 4, and 5 of 'the 44th Industrial Pa'rk. The prima'ry putpase ufi the pruposed facility will be the sale and irietallation of parts and accesso'ries fo'r ffecreationel Vehicles (R`J). A secondary use fa'r the facility will be the cYieck-out and release of BV's to the purc:hasers. Additinnally, ligYit service a'red warranty repair will be performed on RV's aold at. Casey's, Recrea-tianal Sa3es. This facility will nat be a repai'r and service center for drive-train ; worY., heavy body repai'r and painting, qr any other repair and service itern identified by City Ordinance as not permitted. Furthertnore, this #acility will not be used as a perrnanent stardye location fo'r dis3blEd vehicles. As coriceptualized, Yaut without a professional site plan, aut use wi11 take place entirely within ari enclosed building, wnicr, will include five'(5) pull through se'rvicE bays, parts and accessory depa'rtrnerit, of#ice space and a custarner sales and wa.iting area. Rased an the rneeting we haci uri Novembe's 6, we have the fnllowing undE'rstanding to the followiri_y items: 1. We ase proceeding with the understar,ding that you agree our p'rcrposed use is cornpatib2e wittt the 44th Indust'ria3 PID. 2. The app'roval far nur praject is subject to the Building Depiartmerit review praaess. 4120 Youngfield • Wheat Ridge, Colorado 80033 (303) 422-2001 • FAX 422-2901 Recreational Sales . . =V111166111111 - 3. AS an agreed upon additional step to the process, we will have a cunceptual site plan meeting with you to rzview our plan and provide you with the opportuni.ty to give us feedbacl•: be£ore we ntake uur foi:mal nubmittal. 4. In regard to the fac.t that our we woeald lihe to refer to item PID. Itern "G" states, "In case the same purchaserlawnet, side requiremeiits as they would eff shall Le waivEd, subjECt to an C:ity of Wheat Ridge". facility will span over 3 lots, "G" of thE 44th Industrial Park af multiple lot ownership by sethack and other related Pc.t interior side lnt lines administrative process by the 5. The intent of Caeey's is to coriform with all PID and City Qrdinanae requirements pertaining to ttie 44th Industrial Park. Building heiqht, setback, screenirig, pa'rking and landscaping reqairemer~ts will be adhered to as-defined in the 44th Industrial PID and applicable City-a'rdinance. The building will be designed to be compatitrle with the PID architectural design guidelines while alsa being identifiable with Casey's ffeareat,ional Sa1Ee. We appreciate,and arE enc.ouraged tty ycou and your staff's willingnese to work witY, us on this project. My wife and I want yau to know how important it is fo'r us to bE viewed positive7y in the bueiness community. We have enjoyed pa•rtic3pating iri rnaray c.ommunity oriented everits ave•r the years and enjoy our Fersanal and business relationship with the Gity of 41heat Ridye. You can be canfident that we will always raairztain the r,igr, standard of bueiness operation and appearance that we have displayed to this point. Sincerely, Steve E Lonnie Casement 4120 Youngfield • Wheat Ridge, Colorado 80033 (303) 422-2001 • FAX 422-2901 , ~JT ooo S ~ + r ~ 60tn i GsP.►v~t ~c-6~-t .cloG~~ ~ 0 / is ~P~~. s - dl( worr olax:~, jvtsral~ of Acuv u~rts ~J. . • no *Yine,, M4- ue6cLqWr Gtot rAtc1d ' IYY~o~~ c'~-or(es',! v~ 3, cphbVt 9v, 4offmX({YIm&1~ 31 oCILS 4r~e lof e~~kk. 10 xb)( s fabrication, warehousing or sale of whicn is permitted. .6) Veterinary hospital. ' 7) One combination motor vehicle gasoline filling station, car wash, and convenience store, not including such facilities and services for semi-tractor trailer trucks: Lots 1, 2 or 28 shall not be used as a service station or gas station, as it is not compatible with the cemetery across 44°i Avenue. All the buildings on Lots 1, 2, or 28 will be designed not to have their docks be visible from 44" Avenue. If flae eas station is approved, it will be on another lot in the plan. 8) All office uses including banks and financial institutions. 9) Laboratory. 10) Research and development facility. 11) Micro-ce11 or repeater telecommunications facility. 12) Roof andlor building mounted or freestanding with monopole telecommunications facilities shall be required to meet the criteria of City of Wheat Ridge Code Section 26-30 ('T)(3) for Commercial Mobile Radio Service (CMRS) which states: Roof mounted and freestandina CMRS facilities proposed for construction in any planned development district (includin-, planned residential districts); unless specifically listed or shown as such in the final development plan; require amendment of the final development pian. Buildings or structure- mounted CMRS facilities proposed for construction in any planned development disirict (including planned residential districts) may be permitted by the department of planning and development pursuant to section 26-25; provided the proposed facility is consistent with the character of the district. 13) Accessory use of outdoor storaee to princioal building use shall be permitted on aii lots, outside buildines as lone as the storaae azea is screened from public view and with a solid screen fence 6 feet high. No storage materials shall be allowed in front yazd setbacks. Storage azeas need not be hidden from over view from adjacent roads. No storage shall 'oe over 6 feet in heieht except vehicle and equipment that are associated with the principal use of lot. , 14) No outdoor fireazm or gun range shall be permitted. 15) The repair and maintenance of motorized vehicles and associated accessory equipment. Said use shall be permitted only if contained within a fuliy enclosed buiidina. City ordinances relative to vehicle idling and noise shall be adhered to. This permitted use is not applicable to Use Number 7 as previously listed. . No semi tractor/trailer repair will be allowed and no heavy vehicle repair shall be allowed on this site except for minor accessory use to an industrial use. Semi trucks shall be allowed for delivery and pickup only. Casino bus storage shall not be allowed. Casey's Recreational Sales Primarv Issues 1. Intent of the PID (Planned Industrial Development) • Create an aesthetically pleasing industrial pazk • Ensure development consistency • Exclude semi-tractor/trailer truck repair, service and storage • Exclude construction heavy equipment repair, sexvice and storage • Exclude casino bus repair, sexvice and storage 2. Wheat Ridge Zoning Ordinance DeSnitions • Truck Tractor: Any motor vehicle which is generally and commonly designed and used to draw a semi-trailer and its cazgo load over the public highways. • Semi-Trailer. Any wheeled vehicle without motive power wluch is designed to be used in conjunction with a truck-tractor so that some part of its own weight and that of its cazgo load reste upon or is carried by such truck-tractor and which is generally and commonly used to caxxy and transport properiy over the public highways. • Heavy Equipment: Motorized or non-motorized construction equipment of 6,000 pounds or more empty weight. • Recreational Vehicle: A vehicle such as a recreational trailer, tent camper trailer, tiuck camper, travel trailer, motor home or other vehicle with or without motive power, designed and/or constructed to travel on the public thoroughfare and designed for use of human habitation. 3. Intent of PID Language • Plannuig Coinmission Notes - April 1998 ➢ Thompson's comments conceming semi-tractor trailers and semi-txucks. ➢ Haztley's comments on clarification about semi-tractor trailer repair and truck stop related activities. • City Council Minutes - May 1998 ➢ Council's comments concerning permitted land uses and semi tractor/trailer repair. • PID Draft Document - June 1998 ➢ Line--out information focuses on semi-tractor trailer tnxcks • Approved PID Document - August 1998 ➢ No focus or mention of recreational vehiclea Zonina Ordinance Hierarchv of Permitted Uses PID establishes permitted uaes within a development plan district, however, it is not possible for every use to be included or excluded. If certain uses aze not included in the PID then the following hierazchy woUld be used to determine compatibility within the district. • Planned industrial Development (PID) ➢ Any use permitted in the Light Industrial District (I) • Light Industrial District (I) ➢ Any use pexmitted in the Commercial-One District (G1) or Commercial- Two District (C-2) • Commercial-Two Diatrict (G2) ➢ Any use pexmitted in the Commercial-One District (C-1) • Commercial-One District (C-1) ➢ Any use pexmitted in the Restricted Commercial District (RC) • Restricted Commercial District (RC) ➢ Any use permitted in the Restricted Commercial-One District (RC-1) • Restricted Commercial-One Diatrict (RG1) ➢ Uses that provide for a reasonably compatible transition between residential and more intensive commercial land uses Mr. Orner presented an overview of the case. He informed that the Colorado Department of Transportation property adjacent to the azea in question would not be a part of the annexation; however, the road leading into the CDOT maintenance facility was a part of the application. The single access into the proposed industrial park would be built according to City standards, dedicated to the City and would be aligned with the.Mt. Olivet Cemetery driveway. Mr. Orner informed that it was staff s conclusion that the annexation is in compliance with the City's Three Mile Plan. He stated that staff had reviewed the plan for setbacks, heights of buildings, landscaping and parking criteria and concluded that the plan was generally similar to the City's light industrial zone criteria. He presented an additional condition of approval that was not ¢ontained in the staff report which would require a minimum setback of fifty feet from any buildings on 44th Avenue, rather than the thirty feet presently contained in the zoning requirements. He informed that the applicant was in agreement with this condition. Mr. Orner reviewed results of agency referrals as well as a neigh6orhood meeting conducted by staff in conjunction with the applicant. He reviewed stafFs findings which supported recommendation for approval of the annexation. In conclusion, he informed that staff recommended approval; that all notification and posting requirements had been mer and therefore, there was jurisdiction to heaz the case. 'Discussion followed. Chair THOMPSON expressed concern about the possibility ofsemi" tractor trailer storage, expansion of the semi-truck stop, or semi-truck repair business , occurring in thelight industFial park. Commissioner SNOW expressed concern about the high percentage of blue grass contained in landscaping plan as well as the impact of the Tabor Amendment on revenue generated by the industrial pazk. Commissioner THOMPSON expressed concem about having only one fire access point. Mr. Orner explained that the Fire Department placed a stipulation on its approval of the single access to require all buildings to be equipped with fire sprinklers. Commissioner BRINKMAN expressed concem about communication towers being placed on the highest efevation of the propeRy. Tom Hartley 22001 Gotden Gate Canyon, Golden Mr. Hart(ey was sworn by Chair THOMPSON. He stated that he was the appficant for the Planning Commission Page 6 04/ l6/98 annexation and rezoning. He informed that the property is planned to be developed as light industrial with the exception of a pazcel in the northeastem portion of the propeRy next to the access road which would be a possible retail site for a convenience store and gas station. Mr. Hartley stated that there have never been plans for any truck stop relafed activities;s however, as -an industrial pazk there would be semi's serving various businesses in the park. „ He informed that the road was designed to accommodate semi-tractor trailers and featured a cul-de-sac at the end which would allow the trucks to turn azound without having to back up. He addressed traffic impact at the pazk entrance and informed that the entrance would be designed according to recommendations of the traffic consultant. He noted that the road would be widened and have one lane for Mt. Olivet traffic, one for the industrial pazk, and one center lane for through traffic. Mr. Hartley responded to concerns about fire access and informed that the buildings will be required to have sprinkler systems because of the extreme difficulty in constructing another access into the pazk. He stated that the communication tower could be eliminated from the highest portion of the property. He also noted that gravel on the property had been mined and removed over thirty yeazs ago. Commissioner BRINKMAN requested that no firearms sales or gun ranges be allowed on the property. Mr. Hartley replied that those uses had never been considered for the property. Chair THOMPSON asked if there were any.individuals present who wished to address the Commission. There was no response. It was moved by Commissioner SNOW and seconded by Commissioner SHOCKLEY to recommend that the City Council APPROVE Case No. ANX-98-3, annexing to the City of Wheat Ridge unincorporated territoryknown as 44th Industrial Pazk, Parcel 1, generally located south of 44th Avenue, north of Highway 58, west of Interstate 70 and east of Eldridge Street with an approximate address of 13500 West 44th Avenue, County of Jefferson, as legaily described in Exhibit "A" for the following reasons: The annexation meets the state criteria for annexation eligibility. 2. The annexation will be a logical extension of the Ciry's boundazies. The annexation will allow the city to gain regulatory control of the development and usage of the subject property. With the following conditions: Planning Commission Page 7 04/l6/98 The applicant/owner shall be solely responsible for all public improvements as listed in Exhibit C. Said improvements shall meet the approval of the City's Public Works Director. - 3. All requirements of the City of Wheat Ridge Department of Public Works as listed herein shall be addressed to the satisfaction of the Department of Public Works prior to the recording of any subsequent final plats, or prior to the issuance of any building permits. Commissioner BRINKMAN offeced an amendment to the motion that the words "as listed in Exhibit C" be omitted from Condifion No. 2. The amendment was accepted by Commissioner SNOW. The motion cavried by a vote of 7-0, with Commissioner THEANDER absent. Mr. Hartley asked for clarificatipn about semi-tractor trailer repair, stating that an industrial ` park, by necessity, wouldrequire some maintenance of semi-tractor trailers involved with the businesses imthe pazk. -He reiterated that-he did not want-to have a truck-stop in the cYevelopm°enf. Commissioner SNOW requested the Planning Director to review the final motions to ascertain if Mr. Hartley's concerns aze addressed and, if not, those concerns could be dealt with during the City Council heazing. 8. CLOSE THE PUBLIC HEARING Chair THOMPSON declared the public heazing portion of the meetino closed. 9. OLD BUSINESS There was no old business to discuss. 10. NEW BUSINESS A. Nuisance Issue - Chair THOMPSON stated that she has received complaints about the house on property located at 42nd and Xenon and requested that staff investigate to determine if this property can be addressed under the pubiic nuisance ordinance. B. Emergencv Telephone Notification System - Chair THOMPSON expressed concern about possible abuses of this system and requested that staff investigate methods to safeguard the citizenry against abuse by unauthorized persons. Planning Commission Page IO 04/16/98 C_TTY COUNCIL MINtJT7S: May 11, 1998 - Page 5 9. The annexation is consistent with the City's three-mile-plan; seconded by Mr. DiTullio; carried 8-0. Council Bi(1 13 - Ordinance 1 1 1 7- Zonin; -Mot_ ion by Mrs. Dalbec that Council Bi11 13 (Ordinance 1117), Case No. WZ-98-8, an. Ordinance zoning certain property known as 99`" Industrial park, parcel 1 and parcel 2, within the City of Wheat Ridge, with an approximate address of 13500 West 99t' Avenue, County of Jefferson, Colorado, as legally described in Exhibit C, Planned Industrial Developmen't, pursuant to Section 26-6(C) of the Wheat Ridge Code of Laws and amending the Zoning Ordinance and map to•conform therewith, be adopted, with conditions, for the following reasons: 1. The proposed zoning is consistent with the City's rezoning criteria. 2. It would allow the planned and orderly development of the properties., 3. There would be no significant negative impacts as a result of the zoning. 4. Tfie zoning is consistent with the City's three Mile Plan. Conditions of approval: 1. The list of permitted land uses sha11 be xestricted to those s contained in Exhibi't B'and"the Ordinance zoning the property, except; that no semi tractor/trailer repair will be allowed'and that no hea:vy vehicle repair be allowed on this site except for minor accessory use ):o an ind"ustrial use. Tha£ semi trucks be allowed for delivery and pickup only and thaE casino bus,storage woulti 6e'allowed'only=on = pa~r'c'el area. 1. A'. 2:` The applicant/owner shall be solely responsible for all public improvements as listed in the Annexation Agreement. 3. All requirements of the City of Wheat Ridge Department of Public Works shall be addressed to the satisfaction of the Department of Public Works prior to the recording of any subsequent final plats, or prior to the issuance of any building permits. 9. The applicant sha11 meet all requirements of the Fairmont Fire District per their letter dated April 16, 1998. 5. The applicant shall meet all requirements of tlie Wheat Ridge Public Works Director. 6. The following"unified control statement shall be placed on the Outline Development Plan prior to recordation: "941' Industrial Park is owned by 441" Eldridge, LLC, a Limited Liability Company, and consists of 29 lots. One Building wi11 be constructed on one or more lots. Existing ownership can se11 all iots. A11 29 lots can have differe.nt ownezship. Unified control sha11 be maintained through recorded covenants and restrictions, as well as the Development Standards established by the Outline Development Plan." EXHIBIT B ~ 44' Industrial Park A) Statement of Proposed Zonim The 44`" Industrial Pazk is a 5 1 + acre tract of land in the Clear Creek Valley of Jefferson County. The intent of development of this pazcel is to provide smaller light industriaUoffice lots for individual users. The rezoning request is from Jefferson County MC Zone (Mineral Conservation) to City of Wheat Ridge PID, Planned Industrial Development. B). Proposed Uses: Use Area 1 Permitted Uses: 1) Light manufacturing, processing or fabrication ofcommodities. All such manufacturing, processing or fabrication shall be completely enclosed within a.legally constructed building. 2) Wholesale sales, wazehousing, including mini-wazehouses (not to exceed a total land area of 2.2 acres), or storage of any commodity with the following exceptions: (a) No commercial explosives may be included. (b) Sales, wazehousing, storage, collection of materials, including machinery or vehicles not in operating condirion, may be permitted only if contained within a fully enclosed building. 3) Sale at retail of any commodity, manufactured, processed, fabricated or wazehoused on the premises. 4) Sale at retail of hardware or equipment, supplies and materials (except commercial explosives) for agriculture, mining, industry, business, transportation, building and other construction. 5) Repair, rental and servicing ofany commodity, the manufachxre, processing, fabrication, warehousing or sale of which is permitted. 6) Veterinary hospital. COhAbtnAov. 7) One,,.motor vehicle; gasoline filling station, caz wash, and convenience store, not including such facilities and services for semi-tractor trailer trucks. Any use reasonably interpreted as a truck stop shall not be pemutted. 8) All office uses, except banks and other financial institutions. 9) Laboratory. 10) Research and development facility. 11) Micro-cell or repeater telecommunications facility. 12) Roof and/or building mounted or freestanding with monopole low power telecommunications facility. 13) Accessory use of outdoor storage to principal building use shall be permitted on all lots outside buildings as long as the storage area is screened from public view and with a solid screen fence 6 feet high. No storage materials shall be allowed in front yard setbacks. Storage azeas need not be hidden from over-view from adjacent roads. No storage shall be over 6 feet in height except vehicle and equipment that aze associated with the principal use of lot. 14) No outdoor firearm or gun range shall be permitted. 15) The repair and maintenance of motorized vehicles and associated accessory equipment. Said use shall be permi4ted only if contained within a fully enclosed building. ffsaid ic-time: City ordinances relative perinitted use is not applicable to Use Number 7 as previously listed. Use Area 1-A Permitted Uses (0.7 Ac. west of railroad track) 1) Parking, excluding semi-tractor trailer irucks. 2) Railroad access. 3) Accessory uses to existing contiguous property user to west. 4) No outdoor firearm or gun range shall be pernutted. Use Area 2 Permitted Uses: 1) Open Space 2) Landscaping 3) Fencing, as may be necessary 4) Project entry monumentation 5) Vehicular access Use Area 3 Permitted Uses: 1) Designated native or natural open space (LTse Area 3) shall for the most part remain untouched. Any disturbed azeas shall be reclaimed by the planting of native grasses Z F-Council Bill 13: ~n Motion by Mrs. Daibec that Council Bill 13 - Case WZ-98-8 ....exactly as printed in the Agenda packet... Conditions of approval: 1. ~rr:..ro.t ~cau aacLoncraiier repair wffl be allowed and-kltftt. except for minor accessory?use'to an industriat - ind pickup only and ft casino bus stornge vvuR{d.3G41) (All other conditions read exactly as in the Agenda packet) 7. As printed, then add )Nwt Exhibit B would state one ombinatio motor vehicle/gasoline station, carwash, and/or convenience store not including such facitities and services for semi tractor/trailer trucks. Any use reasonably interpreted as a truck stop shall not be permitted. C~ckAr (i.~tW ~ 1 v ~i ZotA ''^5 a~oq oY~. 0'5 m 7 G 6 Council Bill 13: Motion by Mrs..Dalbec that Council Bill 13 - Case WZ-98-8 ....exactly as printed in the Agenda packet... Conditions of approval: The list of permitted land uses shall be restcicted to those contained in Exhibit B and the Ordinance zoning the property, except that no semi tractor/trailer repair will be allowed and that no heavy vehicle repair be allowed on this site except for minor accessory use to an industrial use. That semi trucks be allowed for delivery and pickup only and that casino bus storage would be allowed only on parcel azea 1. A. (All other conditions read exactly as in the Agenda packet) 7. As printed, then add Exhibit B would state one combination motor vehicle/gasoline station, carwash, and/or convenience store not including such facilities and services for semi tractor/trailer trucks. Any use reasonably interpreted as a truck stop shall not be permitted. r City of Wheat Ridge Planning and Development Department Memorandum TO: Tom Hartley FROM: Martin Omer 5UBJECT: Landscaping for Lot 3; 44`h Industrial Park DATE: November 8, 1999 Per our recent conversation and your request, I have looked into the issue of landscaping Lot 3, which is owned by Casey's R. V. but also contains drainage easements and detention/retention areas. Your question involved the landscape requirements for this lot. According to the Building Permit files for Casey's, landscaping is shown for the entire frontage of Lot 3, in addition to hydroseeding the detention/retention area. Field check shows that Casey's has landscaped to his eastem fence line which is approximately halfway between (in the middle of) Lot 3. At this time no other landscaping is apparent on Lot 3. The PID language calls for a minimum 30 foot front landscape setback (the whole east half of this lot is essentially landscaping), with a minimuin of 2 trees and 8 shrubs for each 50 linear feet or 1,000 square feet of landscape azea (minimum is 10% of lot area). The portion ofLot 3 not included within Casey's development (from the Lot's eastem end to the Casey's eastern fence) measures approximately 155 1Tneaz feet. Therefore, using the 50 linear foot calculation method, a minimum of 7 trees and 25 shrubs are required. Using the 1,000 square feet of (minimum)landscape area method, the area of Lot 3 in the drainage/detention easement (according to the Building Permit plans) is 22,923 square feet. Therefore, a minimum of 46 trees and 184 shrubs would be required. Comparatively, Casey's approved Building Permit Plan calls for 8 trees and 30 shrubs. In either case, the PID calls for these plantings to be serviced by an automatic imgation system, and for minimum sizes for all new plantings. You had mentioned that the price quoted for completing the landscapin; on Lot 3 is in the neighborhood of $17,000. While I am not qualified to address the cost issue, obtaining other bids for this work may be advisable. In any event, the stone treatment used by Casey's on his street frontage seems like the most cost effective ground cover treatment for the long term and would be the logical choice to maintain the visual continuity of the street frontage. I am assuming the rest of Lot 3 behind the 10 foot landscape area will be/has been hydroseeded with native grasses as required by the PID. I have enclosed a copy of the landscape plan for Casey's for your use cc: A1 White, Director of Planning and Development uilding Permit File 99-8727 (Casey's) : r T ~ ~ < « . -fi 70. « + e n . s a 4 t ~ t f Ih t f f f t f ~ tyf ~ f Dr>frof f =_f fl f~ O~F t ♦ ~}i"~~ t~ • . , . ~ . . . . t t W ! ~ r z • ! t tl ~ ff t f t f f f f<♦I f t«t t e f~t^(~f~t^t~tV a t 1I' f~}~{Dt a v 4 ♦ f~Vf ♦ f . f f f f < { f i f f E 4 f Iv~ 1 t f f f f f f f ' f f f f~ f f f F k f t t f~f F' 4 e t t t F I~ ~)l] ~ N « t ~ a « « ~ ' ♦ ♦ « ~ ♦ « • ~ e T"'~ r « . D~ Z « ~ « • • ~ e e ~ a ♦ a ~ ~ a t 1a • F ~ t ~ F a a F F a a F « • a ~ F ~ r « . . . . . . t~t « . ID « ~F_ t al a «~arn< t i i t t t ♦ ~ h t f ~~t f f t t f` f i f 4 t~ f. I ' ♦ 4 y s f f~~4Z 4 { f f i { F L I 1 ~ ~ t { F 4 f ~ ~ t t f f~` f f f`{ f { f f { i rn ♦ f t 1~ F ~ f • f f I ~ . . « « + « .~«rn ` « a R 31 -F ~ ~-O F • t t e~ e e ~ F F F I a a ~ • . ~ • ` ` a -~~oy p 0!TO~ t tO~R ~p ~~t_ e e • ~--t t t t t e t t f. f t t t F ♦ . lIj/ \ t11 D~ ~ ~ ~ t e ~ t a t t e t t ~ a a a t t ~f 4 Z~ O~~ ~~1 4 i Y 1. 4 4 4 ♦ t f ~ ~ ~ \ t Q +k J. t « « . « . . « < « « « « f « « « I « ~ ~ « . ~ F ~~'rn'q'~ ~r'Oirnt~~ ~ F FZ Y^~ f 4 f f~ f f 4 f f ♦ f~ 4 f ♦ f f • f { V i F~ m f f f ~ f f { ! f { { { f f { f f f { F { ~ o f f f tl f ~ t f lr ~J ~ ~f f` f - t~~r J f f_n f < k < f t t ! f f f ~ t f f f . \ f f i~~ ~T f k f { t 4 < ! f 4 4 { f f k h 4 f f f I I f 4 f { ~ t f f f f 1 t ~ t f t t t `t E :T~pF ~ f\ f f f t t E. t t t ! f f ` ~ ` ` ` t \ t f f ~F il f t f t t f f t f ! f t f t f f f k f f~ f t t 4 t F ~ ~ . « . . . . . . . . . « ~ ~ a ♦ « « ~ « t t « « ` t t r t e ~ r ~ • t ~ ♦ t t e e ~ ~ e • ~ t • ♦ t It ~e r ♦ t + < e e e t • < t < ♦ ~ t ♦ e . . « a « « F ~ « « ~ « « I « t ~ F ~ A a F ~ < F a ~ ♦ ♦ < « « « ~ « « « . « « ~ « « « « « « ~ ! • \ ` f f y f f I \ 4 f Y h ~ f f f f f : f f t ! t f f ` ~ f~ f t t f f t t t f < f f t f f t f f f « . « « « . . . « . « « « « « ~ t ` t f F f ' ' { f ` f f f f f f f 4 f f f f f f f k f ~ ! F< k t t < f f < k F < f ~ 6l ~ ` \ ~ e t t t E t t ♦ t a a a t rn J « e • ~ « « t e tE < F E < « « « « « t 7~ o ~ e e < i~ e • e r ~ e e r e e I♦ • « ~ ~ O t F ♦ F ♦ < a a « a • e ~ ~ r ~ ~-r • ~ r~` t t ~ t t e t ♦t t t e r e r rn ~,....~<..<<..t ~ X fl e t t t~r t t t t F t I ♦ a F t t f t f \t t f f f ~ F E f t f t ~'f t f ~l f f f f f I• { Ff f 03~ ~ f f t ~ R f f t t f f t f _ \ t f i \ f k t I t f f f ` 4 ~ { ~ f f f ♦ f f f~ f I! f f ~ « < « ~aJ a « ` f 4 f f f f t f• \ t t < f ! f t 4 { { 4 4 4 t t t f' i f \ . "N' f + ' ♦ ♦ ~ ' \ t • ' ' %iy ` O . ~ W ti ~ an(33 n ~ ~ rn rn 03 rn 7u =i ?,0 ul ~ Q1 fl N CP - O n ~ N II = rn = w - ~ 7~ O f-n m ~ °i Cn N I ~ ~ ~ ( J1 rn - - ~ z = v Q ~ C C) U3 ~ ~ ~ rn ~ rn 7EP rn rn ~ 9D II N U~ W O n ~ ~ II =rn=p~ o~C33 U) `"r3f PGERMIT TRACKING FORM LOTS ZNV ~ ADDRE55 ll \I K.V. DATE SUBMITTEDa - ol(o - Clci PERMI7 NUMBER 94 TYPE OF PERMIT CONTRACTOR O_-TV~IA PHONE OWNER ~1~~~_ LO6G11`~c . PHONE '(l'PEOFREQUEST CbC'RM, ~UlL~1NCr~ 4---DAjE PERMIT.APPROYED REQUIRED CONDITIONS MET PRIOR 70 PERMIT APPLICATION ? YE5 ' NO N/A GONDITIONS OF DATE IN DATE OUT A BUILDING DEPARTMENT -gG ~ PLANNING DEPARTMENT G~ V) O ~.oTS T, s ~ FIRE DEPARTMENT I ~ ~tSTt~C4C~QC~ 3 31 ❑ an nRaoRisr ❑ POLIGE DEPARTMENT ❑ SEWER DISTRICT ❑ WA7ER DISTRICT G -qg BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice , Job Located at 1~Go v.,,. V 3 ~<10~~ f have this day inspected this structure and these premises and have found the following violations of City and/or State laws gow erning same: . ~P ~ /-P ✓5 17,9 ~ S PeAN9Pv You are hereby notified to correct the foregoing violations. - When corrections have been made, call far inspection. Date inspector tor Building Dept. DO NOT REMOVE THIS TAG FORM WR6•22 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice 4,3 Job Located at ~ , ~a I have this day inspected this structure and these premises and have found the foliowing violations of City and/or State laws gov- erning same: H , ~ ~ " m N You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Inspector for Building Dept DO NOT REMbVE THIS TAG FORM WR642 1 v 3u &~eH ~.cu•~- Ooyh A~s6~ 6N~ ( ne c/--it- 11 ~ ~ , ~ ; Fairmount Fire Protection District ~ Protecting Lives And Property Since.1962. . . iSeptember 3; 1999 I Ta Jo2;Ojala and Company From: : Tony Ligrani Fairmount Fire Protection District Re: -Caceys R; V, Service Center j i As discussed during prior inspections of the above location a temporary : phone line has , been brought into the building for use as the monitoring`means foc the momtoring of Caseys fire alarm. The alarm and phone line was tested to ensure that it is in working condition. This is a temporary means of monitoring only; once phone lines are in Two j lines shall be d'edicated to the Fire Alarm Control Panel as soon as possible. This ' temporary measure will suffice the Fairmount Fire Protection districY requirements for ' occupancY. Please contact my office with any questions or concerns 303-279 2928. RespectfullY, FAIRMOUNT FiRE PROTECTION DISTRICT Tony Ligrani, Fire Inspector i ~ i I I i 4755 Isabell Street • Golden, Colorado 80403 - ~i Phone (303) 279-2928 • Faic (303) 278 1252 ~ j ~ Date: A Certificate of Occupancy or Completion has been requested for: ADDRESS: bU -43rrl &LiL2 Purpose of Structure: Building Department Approval: Remazks: Zoning by', Murn Orrier Remarks: Public Works Remarks: 7:;` t ~ r~-~+~t C~✓~~ J~ ~ire Marshall Approval: , ~/0 -71~~YC4 xt8~~. (IfApplicable) (,,pl ~ ,Q c E cK yde a (ax~l~ Remarks: 5!`e`_4) _ '~-r '-noy~ 0-/w, Sanitation District Approval;_ ~ (If Applicable) 67-,-L- Remarks: Water District Approval;~ (IfApplicable) sv~l~ Remarks: Cs..a~u ~154U-t C~IcxI( d? e"" 5j'7-,51S( (;uh.-&n &z.d~- O 3 0 O 3 b n 3 N0 S T c n 3 N a m n 0 1 Oa c " a ~ m ~ n f° N M ~ o ~ 3 = ~ m 1° 3 nd a S N .d. ~ N ~ O ~ c n f, C o' ~ ~ ~ m f n 3 0 N 0 ~ A D 0 = r m m 0 ~ O ~ D r ~ p0 O z o y C7 Z ~ O n C a m ~ ~ < ~ ~j ~ O 0 Z z ~ m D M -~-I O M t'~ ~ o ~ N d D 0 A N N ~ O 0 E A W Z d 0 ~ G m ND~ n~m mQd rr o~m mn~ ~ O ~ rt > N 3~ N - ~ _ n n ~ Q rt ~ n l~ a N N 0 0 O p~ ~n d noa ~30 a ~ o~ a~m m - ~ o^0 D ~ D p 3 O n A O mart c m = m~ DpC n > a no n O y N Q N O O ~ v~ aN ~Q m d~ m ~ ad va ~o n< 0 ~ ~ , ~ Z c 3a ~ 00 AOO ~ N ~ 3 g m d < ~ OC O C„' O d N ~ ro M w ~ ~ ~ ~►y N H ~ ~ ~ ~ H 0 O ~yy V ~ l 1 ~ C jty o f Wheat Ridge . TransMitt x al Fa 7500 West 29th Avenue * Plnnning: Public Works; DATE: Name: Orgunization: Fax: Phone: Building Department Fax, Wheat Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2861 Phone # (303) 235-2855 Phone (303) 235-2857 1;-e. wo '2-e'tro Z/~ - SZvS(, FrOm: Kristv Shutto (Building Department Secretary) Department: Planning ❑ Building Dept. A' Public Works ❑ Sub ject: a Contractors License A1212lication a Class I o Electrical oFee Schedule aBuilding Permit Application ~(Other.• ~?(2 #r n # of Pages: (Inclaiding cover paee) Comments: Original to follow in the mail aYes 0 No Correction Notice ~ 'V,3>~ ' Job Located at f~-- ~CD p2 I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: n VAO -A66ts3~e ,r ~I 8 i ~1~T~JJFr-Fa..FZ/.ve-< t~o~ ornsSns- hUs /~,'daC -Am ' a l~ N N LLI L- Z ;0 ' W N` , V D Q Cl) W J Z Q m ~ O ~ W m x j3 W 0 0 5 W W ' J J N ~ ~ W cn a v Z p Q ~ O Z V M N v ~ a Cl) Z = _ ~ - N O mw ~ ~ LU Q a (Y) Cl) H W Z ~ O ~ ~ o z F ~ ¢ a 0 C5 Z a° S m O m ~ ~ ~ W ~ ~ ~ ~ 0 .h Z W Z J ~ Q a a. O O LL U Y CC U F- m U m cc 0 U w ° m - O ~ z ~ = F - 0 Z Z ~ ir W (L U) W W U a F Q Cf) ~ J J a z ~ ~ co ~ ~ ~ 0 W Cq 0 U Z Y ~ F W O ~ Z = - a `o p~ O y C O_ C U c y O L 0 tq C iC . a> ti U Q ~ p W Z 0 (1) Z W m ~ Q ~ ~ - o W Z (D U) z W W m Q _ = W W > m m ¢ a J P: Z ~ N ! ~ er W ° o ~ Z er o U M 0 Z ~ O m D Z a ~ o p O O Y O ~ O C -0 N m ~ o _ 2 C7 ~ ' m c ~ ° U i a ~ W d 2 ~ ~ . ~ ~ s 14 ~ 1 U" 0~ ~ 0 ~ ~ ~ ~ i ~ a C C ~rn ~ p ~ ~ L ~q U J ~ C . O ~ U C ~tS :o_ ~ °tS ~ N.. Ii. 7 .N ~ G C~ 0 p p ¢ ~ t ¢ U N w N w ~ a ~ x E N Li m ii Y a O ~ y S: ~ r 0 0 a ~ ~ h a E- ~ ~ ` O H V V. M f- U ci w J W Zy ~ ~ - ~ p U) O W LL F' 0 ~ ~ Z Q Ira" av= Cl) F pOU Z W 0 U o~. a v O ' . f6v- s~~ . fc16 w ,45rA PROPERTY MERGER AGREEMENT I~~U FOR LOTS 3 AND 4 of the 44th Industrial Park Subdivision plat This Merger Agreement dated for reference purposes only this -7tday of rl' 1999, is by and between the Ciry of Wheat Ridge, County of Jeffersoq State of Colorado, a bod politic and corporate (the "City") and ) Steve Casement and Lonnie Casement (the "Owner). RECTTALS A. The Owner is the owner of record of certain contiguous lots bcated in the ciTy of Wheat Ridge and described as follows: Lots 3& 4 of the 44th Industrial Park subdivision plat, Sled in Book 143, Page 42, Reception number F0700216, dated 9-23-1998 in the County of Jefferson, State of Colorado. B. The Owner has filed an application with the City to combine or merge the above described pazcels into one pazcel. C. The Owner finds that the merger of the subject lots into a single parcel will improve and will not injure or reduce the value of the land. D. The City finds that the merger of the subject lots is an action which is exempt from the definition of "subdivision" or "subdivided land" as set forth in the City's Subdivision Regulations NOW, TfEREFORE, IN CONSIDERATION OF THE ABOVE, TfE PAR'TIES AGREE AS FOLLOWS: The Recitals set forth above aze inwrporated by this reference as if fiilly set forth herein. 2. The contiguous lots described in Recital A above are hereby combined and shall hencefoRh be and forever remain one single lot unless the lot is subsequently subdivided pursuant to city regulation. All interior lot line(s) lying wit7iln said combined lot aze hereby vacated and shall no longer serve as boundary line(s) sepazating legal imerests in real property. 3. The Owner shall not vansfer legal or equitable title to any portion of the new combined lot (by deed, deed of trust, inheritance; lien or encumbrances of any kind, or otherwise) without further approval of the County as required by the then-applicable rules, regulations, policies, and procedures. 4. The Owner authorizes and hereby directs the county Assessor to com6ine the contiguous lots described in Recital A onto one schedule number for purposes of assessmem and taeation, if such combination is deemed appropriate by the counry Assessor and to combine the lots into one lot on the Assessor's maps. ~J 5. This Agreement shall be perpetual and shall run with the land and shall be binding on all successors and assigns of the Owner. CITY OF WHEAT RIDGE AT'rEST: By; . j J` Director ofPlanning and Development V EA I STATE OF COLORADO ) COUNTY OF IEFFERSON ) SS Subscribed and swom to before me this 3 O~ day of m Q rv'1 1999, by S+eve C.casemcn+ Lonnr'e-Cascmen-►- WITNESS my hand and official seal. My commission expires: 1 I~4 Iza00 . ~ Notary Public Ask V Soils and Materials Consuitants, Inc. SUBSURFACE INVESTIGATION PROPOSED OFFICE/GARAGE LOTS 3, 4 AND 5 44`h AVENUE INDUSTRIAL PARK JEFFERSON COUNTY, COLORADO Project No. 1-2576-01 March 4, 1999 Prepared for Ojala and Company 5604 KENDALL COURT ARVADA,COLORADO 80002 Phone (303) 437-2335 Fax(303)437-2594 Ke Senior Engineer TABLE OF CONTENTS GENERAL 1 PROPOSED CONSTRUCTION AND SITE CONDITIONS 1 SUBSURFACE CONDITIONS AND FIELD INVESTIGATION 1 Existing Fill 2 Bedrock 2 Ground Water 3 FOUNDATION RECOMMENDATIONS 3 Straight Shaft Piers 3 Interior Floor Support 4 Ground Water and Drain System 7 SITE DEVELOPMENT 7 Fill Placement 7 Excavation $ Site Concrete $ LANDSCAPING $ ASPHALT PAVING 9 GEOTECHNICAL RISK 11 DESIGN CONSULTATION & CONSTRUCTION OBSERVATIONS 11 TEST HOLE LOCATION PLAN Figure 1 LOGS OF TEST HOLES 2 LEGEND AND NOTES 3 SWELL - CONSOLIDATION TESTS 4-5 PARTICLE SIZE ANALYSIS CHART 6 LANDSCAPING DETAIL 7 ' SUMMARY OF LABORATORY TESTING Table 1 SPECIFICATIONS FOR COMPACTION OF FILL Appendix A M C GENERAL This report presents the results of a subsurface investigation conducted at the site of a proposed office/garage building to be located on Lots 3, 4 and 5 of the 44`h Avenue Industrial Park in Jefferson County, Colorado. The investigation was performed to recommend the types and depths of foundations, allowable soils bearing pressures, pavement thicknesses and other precautions that should be taken in the design or construction of the structure due to the soil and ground water conditions. The conclusions and recommendations presented are based on the data gathered during the site investigation, the results of the laboratory testing and our experience with similar soil and ground water conditions. Factual data gathered during the field and laboratory work are summarized on Figures 1 through 6 and Table 1. PROPOSED CONSTRUCTION AND SITE CONDITIONS The site is presently vacant and is under development. At the time of our field work it appeared that site grading had been completed and that utility construction was partially complete. The lots had been graded relatively level except for a detention pond in the eastern portion of Lot 3 and a pile of excess soil which had been placed through the proposed building pad. This soil is to be removed. The proposed structure consists of a high bay type metal building. The northern portion of the building will contain offices. The southern portion of the building will be a garage for recreational vehicle maintenance. The interior floor is pianned as a concrete slab on grade. The remainder of the site will be used for parking and sales of recreationai vehicles. SUBSURFACE CONDITIONS AND FIELD INVESTIGATION A total of 7 test holes were driiled at the locations shown on Figure 1, Test Hole Location Plan. Four of the test holes were drilled in the building pad. M C 1 Three of the test holes were driiled in the parking access areas. The soils en- countered in the test holes are shown on Figure 2, Logs of Test Holes, and described on Figure 3, Legend and Notes. Sampies of the soils encountered were taken at the depths shown on Figure 2. The results of swell-consolidation tests and other physical property tests performed on selected samples are shown on Figures 4 through 6 and Table 1. The soiis encountered in the test holes were variable in type and depth. Generally, man placed fill was encountered overlying bedrock. The bedrock consisted of claystone. Existing Fill Fill material was found in all of the test holes to depths ranging from 24'/z to 31 feet. The fill encountered consisted of a mixture of clay and claystone with some sandstone pieces. The fill was generally medium stiff to very stiff, medium moist to very moist and mottled dark brown to brown to gray to yellow gray in color. The fill tested was moderately piastic. It ranged from 100 to 118 pounds per cutis foot in dry density and from 14.2% to 22.8% in moisture content. The samples tested consolidated or exhibited low to high swell when wetted under a 500 psf surcharge load. It was reported to us that the fill was placed to fill an old gravel pit. Other geotechnical reports were reported to have noted that the fill encountered varied in density, moisture and blow count as was shown in our test holes. No records of fill placement are available for review. Therefore, we do not consider the fill to be suitable for foundation support. Bedrock Bedrock consisting of claystone was found in 2 of the 7 test holes at depths ranging from 24'/~ to 31 feet. The claystone was hard to very hard, moist and dark gray in color. The claystone was not tested due to its depth; however, our experience indicates that it possesses a high expansion potential. The claystone should support heavy foundation loads with little settlement; however, it will heave should its moisture content become elevated. S M C 2 Ground Water Ground water was not found in any of the test holes at the time of drilling. When checked one day after drilling, free water was found in 1 of the test holes at a depth of 26 feet. FOUNDATION RECOMMENDATIONS Straiqht Shaft Piers The structure should be supported on grade beams and straight shaft piers (caissons). The piers should be designed in accordance with the following recommendations. 1) The piers should be drilled a minimum of 10 feet into the hard to very hard bedrock. Refer to the foundation design for required pier penetra- tion. Ail piers should have a minimum shaft length of 20 feet. 2) The piers should be designed for a maximum end bearing pressure of 20,000 pounds per square foot and a side shear of 2,000 psf for the portion of the pier in bedrock. i 3) Each pier should also be designed for upiift pressures which could be exerted by the swelling of soils plus any additional uplift due to structural loading. For design, the uplift force (in kips) due to expansive soils may be taken as 47 times the pier diameter (in feet). For example, a 24-inch diameter pier would have an uplift force of 94 kips (i.e., 47 x 2.0). This uplift force must be resisted by combination of the actual ; dead load on each pier plus the resistance in side shear for the portion of the pier in bedrock. It is recommended that dead loads be kept as high as is practicable. A bedrock side shear value of 1,500 psf should be used for anchorage computations. The top 10 feet of the pier should be ignored in anchorage calculations. "Mushrooming" of the pier tops should not be allowed. 4) Water and potentialiy caving soils can be anticipated while drilling some of the pier holes. We anticipate that casing may be required to complete M C 3 some of the pier holes if caving occurs. We recommend that each pier be concreted as soon after completion as possible in order to minimize problems associated with water infiltration. In no case should a pier be left open overnight. Where seepage occurs, do not place pier concrete with more than three inches of water in the bottoms of the pier holes. The pier concrete should be placed in such a manner to prevent the separation of its constituent materials. Free falling concrete will be acceptable only if suitable provision is made to assure that the concrete does not come in contact with the pier reinforcing or the sides of the piers. It may be necessary in some cases to place the concrete from the bottom of the pier holes using a pump truck or tremie methods due to possible water infiltration through the sandstone. We must be called to observe the drilling of the piers to verify the penetration requirements and verify the hardness of the bedrock. 5) Piers should be reinforced to prevent them from being pulled apart by sweiling soil. It is recommended that piers be reinforced with sufficient reinforcing steel to resist an uplift (in pounds) of 47 kips times the pier diameter (in feet). This reinforcing is for resistance of uplift due to swelling soils oniy. The structural engineer must provide the correct amount of steel for all of the structural forces. The reinforcing should extend up past the top row of horizontal reinforcing in any grade beams (where applicable) for additional lateral support. 6) A minimum 6 inch void space should be constructed under all grade beams (where used) between the piers. The void space should be sealed prior to backfilling. This may be accomplished by placing polyethylene or a wood strip at the bottoms of grade beams. Interior Floor Support As discussed in the engineering properties section of the report, some areas of the fill exhibited high swell and is assessed as possessing a high expansion potential under light slab loads. Interior floor slabs placed directly on M C 4 these materials could experience severe heave and differential movements shouid the materials expand. The surest means of limiting the risk of floor movement with conditions such as these is to construct a structural floor system with a void space beneath. However, since it is desired to consider slab on grade construction, the following discussion of geotechnicai considerations is provided. It should be understood that the consideration of any slab on grade system inherently involves a higher risk of tloor movement than a structural floor. The higher degree of risk should be acceptable to the owner before such a course of action is pursued. Where expansive soils are present at typical floor slab levels, the potential for movement of slabs on grade resulting from the swelling of such soils can often be reduced to leveis which are tolerable for the intended building usage without the construction of a structural floor. The method most commonly used in the Denver area is to overexcavate the expansive soils and to replace them with a compacted non-expansive or low expansive fill, forming a buffer zone between the expansive material and the slab. By reducing the amount of soil expansion directly beneath the slab, the potential amount of vertical movement is reduced. In addition, any movement of the expansive materials beneath the buffer zone tends to be distributed over a larger area, thereby reducing the differential movement of the slab. Due to the expansive potential of the fill soil on the site, it is recom- mended that a buffer zone be constructed if a slab on grade is desired. We do not recommend buffer zone of less than 3 feet. Construction of the buffer zone shouid be in accordance with the recommendations given in the Fill Placement section of this report. Recommended fill placement specifications are provided in Appendix A. A select fill buffer zone (if chosen) should be constructed of an imported i non-expansive material that wiil be relatively impervious and easy to compact. It is recommended that the select fill be constructed of a clayey or silty sand having 20% to 40% passing the U.S. Standard #200 sieve, a maximum liquid M C 5 limit of 25 and a maximum plasticity index of 10. Material proposed for use as select fill should be tested and evaluated with respect to these specifications in advance of purchase or importation to the site. The material should be thoroughly moisture conditioned and compacted as outiined under Fill Placement ~ and in the Appendix. The details outlined below shouid aiso be carefully followed during I construction of interior floor slabs placed on a buffer zone. Our experience with ' similar soil conditions has shown that these details will help to reduce wetting i of soils supporting interior slabs and buffer zone materials and may reduce the ~ damage should some wetting of the underlying expansive soils take piace. ~ 1. The slab should be placed directly on the properly compacted buffer i ~ zone soils in lightly loaded areas. If heavy slab loads are antici- pated, a 6 inch layer of well compacted base course should be placed beneath the slab. 2. Separate the slab from all bearing members and utility lines to allow their independent movement (i.e., construct a"floating" slab). Provide positive control joints at the junctions of the slab with foundation walls, and for all interior columns and utility lines ' extending through the slab. 3. Joints should be scored in the slab at maximum 200 square foot ; areas. Also score joints 3 feet in from, and parallel to, all founda- tion walls. ! 4. Construct a minimum 2-inch void space above, or below non- bearing partitions on the slab. it would be preferable to construct the void below the partition to prevent slab distortion from ' affecting the walls as well as the roof framing; a void above the partition would only protect the roof framing. In either case, the ' partition should be isolated from suspended ceilings and anchored to the roof framing to prevent laterai movement if feasible. This may not be feasible for fire walls. M C 6 5. Soils which will support the slab should be thoroughly moisture conditioned during construction to maintain a relatively uniform subgrade moisture content. Scarifying, moisture conditioning to near optimum moisture content, and re-compaction just prior to slab placement is recommended. 6. Backfill in all interior and exterior utility trenches shouid be compacted in accordance with the recommendations outlined in the Appendix. In addition, good backfill and surface drainage must be provided as discussed below. Ground Water and Drain Svstem ; As previously outlined, free water was encountered in one of the test holes. The water found was at a depth of 26 feet and should not affect the proposed shallow construction except for the drilling of piers. The clay fill encountered in the test holes across the site are relatively impervious, and our experience indicates that there is a risk of creating a future perched water table on top of these soils. However, it is our understanding that the foundation backfill will be well compacted and that there will be no below grade usable spaces. Therefore, a drain system will not be required around the structures. If pians are changed in the future and below grade spaces are desired, we must be contacted to review these recommendations. SITE DEVELOPMENT Fill Placement The ground surface should be properly prepared prior to placement of new fill. Any vegetation should be compietely removed. The stripped surface should then be scarified, moisture conditioned and re-compacted to a minimum of 95% of Standard Proctor maximum dry density (ASTM D698) at within -1 % to +3% of the optimum moisture content. New fill should be placed in maximum 8 inch loose lifts, moisture conditioned as necessary and compacted. The new fills should be compacted to a minimum of 95% of Standard Proctor maximum dry 7 M C density (ASTM D698). The moisture content of granular fills should be ± 2% from optimum moisture content. Clay fill soils should be within -1 % to +3% of the optimum moisture content. More detailed fiil placement specifications are presented in the Appendix. Excavation Excavations into the overburden soils wili encounter a variety of conditions. We anticipate that all excavations at the site shouid be able to be accomplished using typical Denver area construction equipment. All excavations should be sloped or shored in the interest of safety, foliowing local and federal regulations. Where sloped excavations are used, we recommend that they conform to current OSHA regulations. For planning purposes, the fills can be considered as a Type C soil. Final determination of the soil types must be made by the contractors "competent person" at the time of construction. Site Concrete No water soluble sulfate crystals were noted in soil samples taken from the site. For this reason, all concrete in contact with the soils should be designed in accordance with the current American Concrete institute design manual for negligible sulfate conditions. LANDSCAPING The final grade of the backfill shouid have a good slope away from the foundation walis on all sides. A fall of 12 inches in the first 10 feet away from the structure in landscaped areas is recommended provided that the backfill is compacted as recommended under Fill Placement. Downspouts and sill cocks should discharge into splash blocks or, preferably, directly onto the surrounding pavement where the ground surface adjacent to the structure is not protected by concrete slabs or asphalt paving. A sprinkler system should not be installed next to foundation walls. If sprinkler systems are installed, the sprinkler heads should be placed so the spray M C 8 from the heads, under full pressure, does not fali within 5 feet of the foundation walis. It is strongly recommended that automatic shut off valves be installed as an integral part of the sprinkler system to help prevent leakage. Lawn irrigation should be controlled as much as is practicable. Particular care should be taken during final landscaping of the site. if the owner desires to plant next to foundation walls or exterior slabs it should be understood that there is a risk of future damage if wetting of the foundation soils occurs. As an alternative to planting next to foundations and exterior siabs, it is advisable to install decorative landscaped areas such as gravel and/or bark. If decorative areas are instalied, the gravel or bark should be placed directly on the soils or on non-woven, geotextile fabrics, which will allow natural evaporation to occur and will still inhibit weed growth - the use of polyethylene is not recommended. The edges of decorative areas should be constructed to allow surface drainage to be quickly discharged away from foundation walls or exterior slabs. This can be accomplished by constructing the edges of decorative areas above the adjacent lawn or ground surface, and not impeding drainage with grass stops. All grass stops should be perforated or constructed to allow discharge out of the decorative areas. Refer to Figure 7 for a typical decorative installation detaiL ASPHALT PAVING in conjunction with this investigation, testing of the shallow soils has been performed to determine pavement criteria for the interior drive and parking areas. The parking areas of the lot were designed with an EDLA of 5. The fire and truck lanes of the lot were designed with an EDLA of 20. An R-Value ot 5 was assigned to the on-site materials which cover most of the pavement area. The pavement thickness design is summarized below. The parking areas should be paved with a full depth section of 7.0 inches of Asphaltic Concrete placed directly on the natural soils. As an alternative, a M C 9 4.0 inches of Asphaltic Concrete over 10.0 inches of Aggregate Base Course may be placed. Fire lanes and heavy truck usage areas pavement thicknesses should be 8.25 inches of Asphaltic Concrete or a composite section of 5.0 inches Asphaltic Concrete Surface over 11 .0 inches of Aggregate Base Course. The composite sections may be considered and should be investigated with respect to overexcavation expense, etc. It is our opinion, however, that aggregate base course, unless properly drained, will hold water in its pores that will first allow swell of the subgrade and eventually soften the subgrade. This will cause loss of strength and may hasten pavement failure. For plastic subgrade soils, we believe that a full depth asphalt section is preferable for long term pavement life. Due to the plasticity of the soil, concrete shouid not be used for general pavement. However, in areas where heavy trucks will load/unload (loading docks, dumpster pads) or R.V. parking pads it may be advantageous to construct concrete pads because of its higher strength. If concrete is desired, a minimum thickness of 6.5 inches of unreinforced concrete should be placed. It is recommended that the subgrade be scarified, wetted if necessary, shaped and compacted to a minimum depth of twelve inches below the subgrade elevation immediately prior to pavement construction. The subgrade should then be compacted to a minimum of 95% of Standard Proctor maximum dry density (ASTM D698) for clay soils. The moisture content of the soils should be within -1 % to +3% of the optimum moisture content. Base course material (if used) should consist of sand and gravel that meets CDOT Class 6 specifications. It is recommended that this material be tested prior to use to verify its adequacy. The base course should be placed in maximum 6 inch thick lifts and shouid be compacted to a minimum of 95% of Modified Proctor density (ASTM D1557). Asphaitic Concrete should be prepared from an approved mix design stating the Marshall properties, optimum asphalt content, job mix formula and M C 10 recommended mixing and placing temperature. The mix design should be verified prior to paving. The asphalt mixture should meet CDOT Grading C or CX specifications. The asphait mixture should be placed in lifts not exceeding three inches in thickness and should be compacted to a minimum of 95% of Marshall density (ASTM D1559). Concrete (if used) should comply with CDOT Class AX or P specifications as detailed in "Standard Specifications for Road and Bridge Construction," dated 1991 (Section 601). The minimum compressive strength shali be 3,000 psi. The concrete should be placed in accordance with the applicable ACI specifica- tions. GEOTECHNICAL RISK The concept of risk as it applies to structure construction is the single most significant aspect of any geotechnical evaluation. The primary reason for this is that the methods used by geotechnical engineers to develop recommenda- tions for construction are not an exact science. The methods used are typically empirical and, therefore, engineering judgement and experience must also be applied. The solutions presented in any geotechnicai evaluation therefore cannot be considered risk free, and are therefore not a guarantee that the interaction between the soils and the proposed structure will act as desired or intended. The engineering recommendations presented in the preceding sections are our best estimates of the measures that are necessary to help the proposed structure perform in a satisfactory manner. These recommendations are based on the information generated during this and previous evaluations and our experience in working with these types of conditions. The owner must understand this concept of risk, as it is they who must decide what is an acceptable level of risk for the type of structure to be constructed on the site. M C 11 i i I M DESIGN CONSULTATION & CONSTRUCTION OBSERVATIONS This report has been prepared for the exclusive purpose of providing I geotechnical design criteria for the proposed project in accordance with generally ~ accepted soils and foundation engineering practices. No other warranty, I expressed or implied, is made. If any changes in the nature or design of the project are planned, the conclusions and recommendations contained in this i ~ report shall not be considered valid unless the changes are reviewed and the ' conclusions and recommendations of this report are modified or verified in writing. It is recommended that we be provided the opportunity for a general review of the final design and specifications to evaluate whether the earthwork I and foundation recommendations have been properly interpreted and imple- ! mented in the design and specifications. , It is also recommended that the owner and maintenance personnel be informed of the subsurface conditions and those items covered under Landscap- ing. The owner and/or maintenance personnel should also be especiaily aware of the necessity of maintaining good surface drainage on the site and the ; importance of keeping excessive water from the foundation backfill soils. In any geotechnical investigation it is necessary to assume that the subsurface conditions do not vary from those encountered in the test holes. Our experience has shown that these variations exist and that they become apparent in the foundation excavations. It is therefore recommended that we be cailed to observe the foundation excavations prior to construction, to observe the drilling of all piers, and to test the piacement of fill on the site. Please contact us when further consultation or construction observation services are necessary. The costs of these further services are not included in the fee for this report. KDS/rhb Copies: 4 12 SCALEI"=80' ~ Z~ Qg O J Soils and M Materials C Consuitants, Inc. (7 z Y ¢ d ¢ PAVEMENT 6 6 ' O 6 3 PROPOSED 7 ~ < BUILDING 0 ~ a 77 ~ p TEST HOLE 1 ~ s e v VISITOR PARKING RV DUMP STATION 5 e RV PARKING AREA WEST 43RD DRIVE I Project No.1-2576-01 TEST HOLE LOCATION PLAN Figure No. 1 1 0 2sii2 5 15/12 10/12 15 K~J 14/12 11/12 TEST HOLE 2 ' 3 L25 S Soils and 'y' Materials ' C Consultants, Inc. 12 12112 12 '72 F- W W ~ i F=- d W 0 Refer to Figure 3 for Legend and Notes Project No.1-2576-07 LOGS OF TEST HOLES Figure No. 2 50/6 LEGEND ~ FILL mixture of CLAY AND CLAYSTONE, with some SANDSTONE, medium stiff to very stiff, medium moist to very moist, mottled dark brown to brown to gray to yellow gray (CL) ~ CLAYSTONE BEDROCK, medium to high plasticity, hard to very hard, moist, dark gray (CL-CH) NOTES 1. The test holes were drilled on February 4, 1999, using a 4 inch diameter, continuous flight, solid stem auger. . 2. (26/12) Indicates location of penetration test as performed in this area. (26/12) means that 26 blows with a 140 pound hammer, falling 30 inches, were required to drive a two inch inside diameter sampler 12 inches. 3. The stratification lines represent the approximate boundary between soil types and the transition may be gradual. 4. The locations of the test holes were approximately determined from staking provided by the client and using site plans made available to this firm. The locations of the test holes should be considered accurate only to the degree implied by the method(s) used. 5. Water level readings were made in the test holes at times and under conditions stated. This data has been reviewed and interpretations made in the text of this report. It must be noted, however, that fluctuations of_ the ground water depth may occur because of seasonal variations in rainfall, temperature, and other factors which may differ from those at the time the measurements were made. 6. No free water was found in the test holes at the time of drilling. = indicates water table when checked 1 day after drilling. ~ Indicates buik sample interval (disturbed sample). S Soils and M Materials Consuitants, Inc. pFigure oject No.1-2576-01 LEGEND AND NOTES No. 3 Swell under constant ❑ressure. due to wett 6 4 ~ 3 ~ ~ 2 c 0 ~ a O 0 w c 0 U 2 Water added to sample 100 500 1,000 Load - PSF 10,000 Sample of Fill-Claystone from Test Hole 1 at depth 1 feet. Natural Dry Density 118 pcf Natural Moisture Content 14.2% 100,000 Swell under constant pressure, due to wetting m 3 N c 0 m 9 0 0 h c 0 U 1 2 Water added to sample 100 J Soils and ? M Materials G+ Consultants, Inc. 500 1.000 Load - PSF 10,000 100,000 Sample of Fill-Clay and Ciaystone from Test Hole 2 at depth 3 feet. Natural Dry Density 100 pct Natural Moisture content 22.23 %o F SWELL - CONSOLIDATION Project No. 1-2576-01 TESTS Figure No. 4 Swell under constant pressure, due to weti 3 2 d 3 U) ae 1 c 0 ro 0 O 0 N C O U 1 Water added to sample 100 500 7.000 Load - PSF 10,000 Sample of Fill-Clay and Claystone from Test Hole 3 at depth 4 feet. Natural Dry Density 109 pcf Natural Moisture Content 18.0% 100,000 Swell under constant pressure, due to wetting 5 4 m 3 N 0 3 c 0 ~ 2 0 N C O U 1 0 1 Water added to sample - 100 t Soiis and ~ Materials + Consultants, Inc. 500 1,000 Load - PSF 10,000 Sample of Fill-Claystone from Test Hole 4 at depth 3 feet. Natural 100,000 Dry Density 118 pcf Natural Moisture Content 17.3% F SWELL - CONSOLIDATION Project No. 1-2576-01 TESTS Figure No. 5 GRAVEL i CLEAR SQUARE i OPENINGS I 100 90 80 c~ z 70 N i a so ~ ~ Z 50 ~ 40 w a 30 20 io 0 ioo so so 0 ? 70 ~ ~ a so Z 50 w ~ ao w a 30 20 10 0 mo so so c~ z 70 N N a so Z 50 w ~ 40 W a 30 20 10 0 SAND U.S. STANDARD SERIES o 0 \ M tq . # ai 3k fk $ k ;k 3k 42 J Soiis and ~ M Materials _ C Consultants, Inc. i Location: Test Hole #3 @ 14' Description: Fill-Clay and Claystone % Gravel 2 % Sand 20 % Silt & Clay 78 Atterberg Lim its LL 44 PI 22 Classification Unified CL AASHTO A-7-6(17) Location: Test Hole #5 @ 0-3' Description: Fill-Clay and Claystone % Gravel 1 % Sand 20 % Silt & Clay 79 Atterberg Limi ts LL 48 PI 30 Classification Unified CL AASHTO A-7-6(24) Location: Test Hole #7 @ 0-3' Description: Fill-Clay and Claystone % Gravel 3 % Sand 28 % Siit & Clay 69 Atterberg Limi ts LL 48 PI 28 Classification Unified CL ' AASHTO A-7-6(18) PARTICLE SIZE Project No.1-2576-01 ANALYSIS CHART Figure No. 6 Brick or Siding Wood or metal edging above top or sod with weep holes in bottom to allow water flow out onto lawn. \ Sod ...~illlllnlnnliuilnutluwdll 5' Minimum Frame Wall Non woven geotextile fabria Sloped / away from foundation, under edging and above sod elevation. Maintain designed slope away from foundation. Minimum fall of 12" in the first 10 feet away from the foundation is recommended. Rock or bark area with downspout extended beyond edging. Foundation Wall S Soils and M Materials G' Gonsultants, inc. NOT TO SCALE LANDSCAPING DETAIL Figure No.7 M-6 Geotex 7/98 0 d z ~ d tn (D tn c0 (O ~ pl LL O u) ° a(D a(D a~ ~ E a c~ N o M m N J m ~ ~ ` m Q J d' ~ d' +N m m m ~ ~ n co o - U. N N > C: O O 00 a ~ N N N N > N U) > m N ~ M (D ~ O o N N d LD ~ N d' ~U~ t t t -f- T m 7? y V oo ~ p co ~ p C: a Z p v N Y N W O M Y N~ o ~ N W I, Z O O v ~ U N ~ ~ C G C G C p O O O O O T T T > a m m m m m ° w ~ U U U ~ U U cl ~ O a C -o C o C c O o v y N t0 N y O ~ N ~ N m ~ N l0 U U U U U U U J ~ J LL ~ LL U LL LL LL U ~ U t ' o" aai ~ m M M O M O U) Q N M M ~ ~ ~ O Z J O 0 (6 ~ ~ N LO 0) N a O ~ Z O Y z U ~ N O ~ ~ a` r } ~ O H Q cc az J F L1. ~ OW } F'" cc Q 2 U) ti C ~ C R 26 7 i N O cu O N zV a S VJY Soils and Materials Consultants, Inc. APPENDIX 5604 KENDALL COURT ARVADA,COIORADO 80002 Phone (303) 437-2335 Fax (303) 431-2594 SPECIFICATIONS FOR COMPACTION OF FILL FOR SITE GRADING FOUNDATION AND SLAB SUPPORT Project No. 1-2576-01 March 4, 1999 APPENDIX Guide Soecifications for Placement of Fill for Site Gradina, Foundation and Slab Support Note: Prior to any placement and/or compaction of fill, an observation of the natural soils shall be made by the soils engineer verify that the soils encountered are as anticipated. GENERAL A geotechnical engineer shall be the owner's representative to observe the earthwork placement and to test moisture content and compaction. The geotechnical engineer shall observe the materials and the methods of piacing and compaction and shall give a written report of the completed fill. The observa- tions are to be made to provide the owner with a greater degree of confidence that the earthwork is being performed according to the project specifications. This in no way relieves the contractor of his responsibility to comply with the terms of his contract with the owner. The fill should be placed and compacted as follows: CLEARING AREA TO BE FILLED All timber, loqs trees, brush and rubbish shall be removed, piled or burned or otherwise disposed of as directed by the owner. Frozen materials shall be removed and stockpiled until thawed when directed by the owner or his representative. SCARIFYING AND COMPACTING THE AREA TO BE FILLED All vegetable matter and frozen material shall be removed from the surface upon which the fill is to be placed and the surface shall then be plowed or scarified to a depth of at least six (6) inches, and smoothed until the surface is free from ruts, hummocks or other uneven features which would tend to prevent uniform compaction by the equipment to be used. After the foundation for the acceptable fill has been cleared, any frozen material removed and plowed or scarified where necessary, it shall be disced or bladed until it is uniform and free from large clods, brought to the proper moisture content and compacted to a density and moisture content as specified below for the placement of acceptable fill layers. FILL MATERIAL Common Fill - Material for the common fill shall consist of materiais judged acceptable by the geotechnical engineer. The materials used shall be free from M C Project No. 1-2576-01 March 4, 1999 vegetable matter; frozen material and other deleterious substance and shall not contain rocks or lumps having a diameter of more than six (6) inches. Select Fill - Material for the Select Fill shall consist of material approved by the geotechnical engineer. The materials used shall be free from vegetable matter, frozen material and other deleterious substance and shall not contain rocks or lumps having a diameter of more than two (2) inches. Specifically, the select fill material shall be gravel, sand, silt and clay mixtures with between 20% and 40% passing the U.S. Standard #200 sieve, a liquid limit less than 25 and a plasticity index less than 10. j If existing on-site materials meet these specifications, these can be used as select granular fill. Off-site material must be approved by the geotechnical engineer prior to purchase or importation to the site. DEPTH AND MIXING OF FILL LAYERS The selected fill material shall be placed in layers, which when compacted shall not exceed six inches, or eight inches loose. Each layer shall be spaced evenly and shall be thoroughly blade mixed during the spreading to ensure uniformity of material in each layer. MOISTURE CONTROL The contractor may be required to add the necessary moisture to the fill material in the excavation if, in the opinion of the soils engineer, it is not possible to obtain uniform moisture content by adding water to the fiil surface. Additionally, the contractor shall not place fill material which exceeds the maximum moisture content specifications, unless the material is left to aerate or blended with drier material to achieve the specified moisture specifications. The moisture content specifications for the soils that will be placed are 2% from optimum for granular soils and -1 to +3% from optimum moisture content for cohesive soils. Optimum moisture content is defined as the moisture content corresponding to the maximum density of a laboratory compacted sampie performed according to ASTM D698. DENSITY CONTROL After each layer has been placed, mixed and spread evenly at the specified ' moisture content, it shail be thoroughly compacted to a minimum of 95 percent ' of maximum density for fill placed in structural areas, or a minimum of 90 percent for fill placed in landscape areas unless noted differently in the text of the subsurface report. Maximum density is defined as the highest possible density attained of a laboratory compacted sample performed according to ' ASTM D698. ' Project No. 1-2576-01 ' March 4, 1999 M C COMPACTION OF FILL LAYERS Compaction shall be by sheepsfoot rollers, segmented steel wheeled rollers, pneumatic tired rollers, smooth drum steel rollers, vibratory rollers, internal vibration or other types of suitable compaction equipment. We recommend a smooth drum or pneumatic tire roller for granular soils and a sheepsfoot or segmented roiler for cohesive soils. Compaction shall be accomplished while the material is at the specified moisture content. Compaction of each layer shall be continuous over its entire area and the compaction equipment shall make sufficient trips to ensure that the required density has been obtained. FIELD TESTING OF DENSITY AND MOISTURE CONTENT Field density and moisture content tests shall be made by the geotechnical engineer of each layer of fill. The frequency of testing wiil be determined by the soils engineer in the field, depending on the conditions encountered. Density and moisture content tests shall be performed in accordance with ASTM D1556 utilizing a four or six inch sand cone, or ASTM D2922 and D3017 with nuclear density devices and methods. FIELD OBSERVATION Observation by the geotechnical engineer shall be continuous during the fill and compacting operations if it is desired that the engineer provide an opinion as to whether the fill was placed in substantial accordance with these specifications. SEASONAL LIMITS No fill material shall be placed upon frozen subgrade, nor placed, spread or rolled while it is frozen or thawing or during unfavorable weather conditions. When work is interrupted by heavy rain, snow, or frost penetration, fill operations shall not be resumed until the soils engineer indicates that the moisture content and density of the previously placed fill are as specified. M C Project No. 1-2576-01 March 4, 1999 7500 ":'est 29th Avenue The City of Wheat Ridge, Colorado 80215 Wheat Telephone 303/ 235-2868 jlldgg FAX 303/235-2857 ` April 1, 1999 Mr. David Moothart, P.E. ADG Engineering, Inc. 770 West Hampden Avenue, Suite 250 Englewood, Colorado 80110 Re: Casey's RV Service Center @ Lots 3& 4 of 44t" Industrial Park - Approval of Site Drainage Letter, Drainage, Grading & Erosion Control Plan Dear Mr. Moothart, This letter is to inform you that the site drainage letter, drainage grading and erosion control plan 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 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 sha11 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 43`tl Drive as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 43rd Drive on a regular basis such that it is free of construction debris and tracking from construction traffic accessing the site. 5. Upon completion of the drainage improvements the engineer, Mr. David Moothart, P.E., ADG Engineering, Inc. shall provide to the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in the drainage report and plan, have been accurately surveyed to confirm that Mr. David Moothart, P.E. ADG Eng., Inc. Page 2 their construction is in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the drainage report, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. 6. It will be the responsibility of the developer/owner, to provide the necessary testing for subgrade compaction, and related material tests for those improvements to be constructed within public right-of-way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) 7. Prior to any construction of the public improvements, the necessary right-of-way construction permit(s) and respective licensing will need to be submitted for processing by the City. If o have an questions, please contact me at 303-235-2868. Sely, , Greg K dson, 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 Darin Morgan, Codes Administrator John McGuire, City Surveyor Martin Orner, Economic Dev. Coord./Planner James Jacobsen, Eng. Tech II Dave Foreman, Ojalla & Co. File 2/99 CITY OF WHEAT RIDGE MATERIALS SAMPLING AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer. Unless otherwise designated, all referenced specifications, standazds or policies shall be the latest edition as revised or updated by approved supplements pnblished and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and tesfing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and calibrated. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector promptly as the results become available: On a weekly basis when testing is being performed; the developer shall furnish the inspector with copies of a11 test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements aze provided in Table 720-1. All testing procedures, point of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Sectiom 203.07 in the table is from the Colorado Department of Transportation Standazd Specifications for Road and Bridge Construction. Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 1000 feet of roadway, Surveys for roadway, AASHTO M145 sidewalk or pipe trench sidewalk and trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method AASHTO T99 or T180 1 per import material source determined by soil or materials type Embankment in-place density 1 per 300 feet per lane per 8 Minimum density per soil , Colorado Procedures inch loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 300 feet per lane Minimum density per soil density, Colorado Procedures classification, Section 203.07 Sidewalk subgrade in-place 1 per 300 feet of sidewalk Minimum density per soil density, Colorado Procedures classification, Section 203.07 Pige trench in-place density, 1 per 200 feet of trench per 2 Minimum density per soil Colorado Procedures foot vertical interval classification, 5ection 203.07 Aggregate base course in- 1 per 300 feet per lane Minimuxn 95% of maximum place density, Colorado density, T180 Procedures Lime treated subgrade in- 1 per 300 feet per lane No less than 95% of std. dry place density, Colorado density and opt. moisture, Procedures T99 Cement treated base inplace 1 per 300 feet per lane Density in accordance with density, Colorado Procedures contract documents, T134 Hot Bituminous Pavement 1 per each HBP grade and Within specifications of asphalt content and gradation Marshall blow specified approved mix design Hot Bituminous Pavement in- 1 per 300 feet per lane per lift 92-96% of max. density place density, Colo. except Grade F to be 90-95%, Procedures T209 Concrete compressive 1 per 100 cubic yards PCC pavement, structural strength concrete, sidewalks and AASHTO Procedures curbing Concrete air content and 1 per 50 cubic yards PCC pavement, structural slump concrete, sidewalks and AASHTO Procedures curbing ..-.Protecting LivesAnd Froperty Since-1962 9pri1 1, 1999 City of Wheat Ridge 7500 W. 29`h Ave. Wheat Ridge; CO 80215 A'I'1'N: parxen Morgan (Building Dept.) RE: Casey's R.V. Tvlr. Morgan; The Fairmount Fire Protection District has received construction, sprinkler, and fue alarm plansfor Casey's R.V. to be located in the 4411' Avenue Industrial Park Wheat Ridge ; Colorado. We have accepted the drawings as submitted with no changes and have issued i System Permits for the spiinkler and fue alazm contractors , Also for your information the fire district is requiring all buildings in the uidustrial ; ,fark fo be protected with an approved fire sprinkler system and fire alarsns due to the i emergency access problem we have with onlyone way in. i , If I can be of any other assistance please do not hesitate to contact my office 303-279-2928 Respectfully, FAIRMOUNT FIRE PROTECTION DISTRICT ~ Tony Ligrani ~ Fire Inspector : 4755 Isabell Street • Golden, Colorado 80403 Phone 13031 279-2928 • Fax 13031 278-1252 ~ ~ 3937579053 CLOT REGION 6 NORTH 889 P01 APR 29 '99 15:15 TATE OF COLORADO DEPARTMENT OF TRANSPORTATION Region 6 Right of Way 2000 S Holry Street Danver, Colorado 80222 (303) 757-9212 City of Wheat Ridge 8uilding Department RE: Temporary Use of Maintenance Yard Access Road To whom it may concern: OT wormmr-MAMM APR 2 g 1999 p $olCoaeSaA.d~in~§tYacor Permission to enter and use the maintenance access road located at 4295 Zang was been granted and approved by the Colorado Department of Transportation. This use is of temporary nature; developer has approval to construct a new roadway known as W. 43t0 Avenue that begirts just west of the existing intersection of W. 44'" Avenue and the access road. As agreed upon by both parties, any excessive use andlor parking wiil not be allowed on the service road. Subsequently, any damage ta the roadway caused by others will be repaired at no cost to CDOT. Representatives from Ojala & Company have already obtained pertnission from maintenance personnei at this locatiors. Let this letter stand as a Temporary Use Agreement beriveen: Colorado Department of Transpoftation (grantor) CDOT Ojala & Company (grantee) (dated) ames D. Styron e 3037579053 CDOT REGION 6 JOP,TH S REPARTMENT dF TRANSPORTATION Region 6 Right of Way 2000 S Holly Street Danver, Colorado 80222 (303) 757-9212 City of Wheat Ridge Building Department RE: Temporary Use of Maintenance Yard Access Road To whom it may concern: 889 PO1 flPP, 29 '99 15:15 )F COLORADO 7K AY~--0v~'" APR 2 g 1999 arill ~IC aeaPdm~jL§trator D. . Permission to enter and use the maintenance access road located at 4285 Zang was been granted and approved by the Colorado Department of Transportation. This use is of temporary nature; developer has approval to construct a new roadway known as W. 43f0 Avenue that begirts just west of the existing intersection of W. 44!" Avenue and the access road. As agreed upon by both parties, any excessive use andfor parking wil( not be allowed on the service road. Subsequently, any damage to the roadway caused by others wiil be repaired at no cost to COOT. Representatives from Ojata & Company have aiready o6tained pertnission from maintenance personnei at this location. Let this letter stand as a Temporary Use Agreement between: Colorado Department of Transportation (grantor) CDOT D. Styron O}ala & Company (grantee) )'P;', _ilZang~i' -(dated) ~ ,~9 f` ~ PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date 4~ 1 1_ 5 Applicant 0 1 A t1.1 e,~o • Phone # j6J - 42.0 ' S~56 Location of Construction (address) %Z9 bo 43=~ -D Purpose of Construction rc:~-J °*i'~ce.~.,+a•.~~-~n~S~ Building Permit Value $ 2RS Colo Commercial ~C Residential _ DEVELOPMENT REVIEW FEES (this section to be completed by City) Development Review Processing Fee: $50.00 $ SC7. °e Single Famity Residen6al Review Fee: $25.00 [includes review of construction drawings for improvements in public right-of-way] $ ' C>~ Multi-Family/Commercial: .$50 minimum fee [confirmation of existing technicai documents]. $500.00 maximum fee [includes review of construction drawings for improvements in public right-of-way, review of preliminary/final drainage study CDC ~ and erosion control pian(s) if required] $5,00. Site Plan: $50.00 (Not applicable for single family residential) $ V Right-of Way/Easement $40.00 +$5.00/page recording fee $ -0- Development Agreement Residential = $50.00 Commercial = $100.00 $ - d " State Highway Access Permit: $75.00 application fee Traffic Impact Review 8 Report $100.00 processing fee $ ~ Flood Plain Variance: Class I=$75.00 Ciass il =$150.00 $ -Q eo TOTAL REVIEW FEES: (due at time of building permit issuance) $ SSD Please note that addfional fees will be assessed for those permits related to construction of pubiic improvements. If you have any questions, please feel free to contact the Devebpment Review office at 235-2868. Signature of Applica Date el ~1 Q ` o`~ ~T DEPARTMENT OF PUBLIC WORKS ~ BUILDING PERMIT APPLICATION REVIEW ooL O R P9o Date: 4_ ~ 1 1 q1 CaseBuilding Pemut No.: Location: \ Z 5 d o . 43Tj -pc-. ( L e}> 4) Attention: Building Department I have reviewed the attached materials submitted in application for approval of a at the above referenced address. Please note the summary comments below. 1. ~ 2. / 3. ~ 4. i- Boundary Closure: ~X. OK _ Not OK; refer to stipulations. Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Drainage provisions have been reviewed and aze found to be: +C OK Not OK; refer to stipulations. NPDES Perntit Required: Yes X No Legal Description: X OK _ Not OK; refer to stipulations. If not OK, piease explain: 5. / Public Improvements: a. street pauing needed: _ Yes X No b. curb and gutter needed: Yes K No c. sidewalk needed: Yes K No d. street lights needed: Yes X No e. storm sewer needed: Yes ~t No f. escrow required: _ Yes x No If an escrow is required, for what im provements? Amount of escrow: 6. Development Agreement required: _ Yes No 7. ! 8. 9. L 10. If Yes, for Traffic impact analysis and report required: State Highway Access Pernut needed: New roadway or alley R.O.W. dedication recommended: If yes, what is recommended? All e' ig dedicated roadways/alleys meet the standard; If , w ch do not and what is requested: Yes x No Yes >c No Yes )-c No _ Yes _ No 11. P VAL: Th ublic W ks Department has reviewed this request and hereby gives its ap r al, subje to the abo e and/or attached stipulations. 4 / ► ~99 Sign ture g Knudson Date 12. _ NO APPR VAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: ~ Si~nature Greg Knudson Date 13. _ Stipulations attached: _ Yes ~ No ` 14. Summary Comments: \ - k"c- ~r~w, erna ~v~ CG~ - od rGO~arrd e+~ -Vft C..O. \~!-+a+v~C~• ~ - C:\..fom1sNdpmri2.Gm WE ARE SENDING YOU A ttached ❑ Under separate cover via ❑ Shop drawings XPrints ❑ Plans ❑ Copy of letter ❑ Change order ❑ f o For approval F r your use Requested r review and comment ❑ FOR BIDS DUE REMARKS OJALA & COMPANY 6425 W. 52nd Avenue Suite 1 Arvada, Colorado 80002 (303) 420-5656 (303) 420-7931 FAX ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections the following items. ❑ Samples ❑ Specifications ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ ~-FNEG3 OO FTG3lUS MMAIL a 19 ❑ PRINTS RETURNED AFTER LOAN TO US COPYTO -P4~k If enclosures are not as noted, kindly notify us at once. SIGNED: ~ ~ OJALA & COMPANY 6425 W. 52nd Avenue Suite 1 Arvada, Colorado 80002 (303) 420-5656 (303) 420-7931 FAX To ulo"7z~~-- ~U~DIIUG /Wtl LE~f1 EG°3 OFUG°3QHBIHIGa° L WE ARE SENDING YOU /,KAttached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ the following items. ❑ Samples ❑ Specifications ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO If endosures are not as noted, kindly notify us at once. SIGNED: 9 I ~ i I i~il~rvu i i ~v ~a i.i icUnoU uciuvv. For approval O Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution As Requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ 0 JVA, INCORPORATED O 1V0. INCORPORAIED 1319SPRUCE STAEET, BOUIDER, COLORADO 80302 4710 SOUfH COLLEGE AVENUE, SURE 172, FORT COLLINS, (OLORADO 80515 \T/ ~T/ ~111J m.svn.es*~uaox~~~xeixeeas 303.444.1951 • 303.444.1957 fA% JOB # 970.275.9099 • 970.225.6923 FA% OF SHEET # L - _ gy 1\If1N1 DATEPROJECT Ok r'P.~'R PRELIM ~ CHKD BY t DATE ~ CUENT QdF ~ FINAL S-fp,J(,lT0F,&L CAIr,O Ik-no.ls Fb F\ _ ~ M45 fe5R3AR4 2-5, 02)9 Ir ❑ JVA, INCORPORA7EU ❑ 1VA, INCORPORA'fED 1319 SPRUCE STREEi, BOUIDEA, COLORADO 80302 4710 SOUiH COLLEGE AVENUE, SURE 112 , FORT COLLINS, COLORADO 80525 m.mw.u s*cucrun.i E.cixeeas 303.444.1957 • 303.444.1957 FAX JOB # . ~ 970.225.9099 • 970.125.6923 FAX SHEET # I OF n p BYDATE l U~ PROJECT ,d-S PRELIM ` 1~~ ~ . PINAL DATE CHKD BY CLIENT o LOAD£~ YV~ EAT~~DGE> s404 30 ps~ v~~~~ °._K)rnph , exP, b Arc~, PE1Z S- ' r=Kosr 05 I0G ew. b~~~E~ R00r DEAD Lok~~> ~ 13D► l0 45 51' i AsJl z, 5 ZD 0 - pAr~kL ~r~r~, s- ~ ~s a PaAcL 1JL-~Sbi G ►~NRI~ ; f~pt~-p,RG, 7Vz FAALL5 o.og4x8.~ A& = 1,46 SL.r- = i, iZ I.`- z°•~5 -fk oP I z~ E4 0 UG-1/-J7 Yl./'.-WHLL VG.V - YVf(1LHNL t.6C1G1V1 HJJVl.1N11U1V 11:43:19 Licensed to: firm YGIjC 1 8345w1.wa1 ~ „\V ~T/ VJJJ 0 lV0. INCOftPORATED O IV.C INCORPORA7ED - 1379 SPRUCE SfREET, BOUWER, (OLORADO 80302 4710 SOUTH COLLEGE AVENUE, SI1RE 117, FORT COLLINS, COLOIIADO 80525 mxsumxc s.nu<rox~~ excmE~~~ 303.444.1951. • 303.444.799 FA% 970.225.9099 . 970.225.6973 FAX ~~~,~J~-7~~_ JOB # ~3 Jr . SHEET 1{ OF BY ~ DATE PROJECT ~s6~ cS _ R PRELIM ~ CHKDBY DATE / r CLIENTLp- FINAL 3PA qDR Dr. ii: 1 ~gT~ iDAD ~.Vr1G DL LL - o. 4(e k ~ C4, ~A WLTs ~ 4idD ~CC . _ v~[ u ~0.o~9-X7 + 0,8*~ z ~ = 2,9► ~2"'S g = 295.2.?H 5 41• ~ _ in.. Z,_ ~ . . . . ~ o~ 3X _ c _ 0.8~2) ` Al D.I0 102- 2.05" : D. 9 C31 ~j3~~a~ _ J f~Ll zi_- 4_ _ A = 6.9~~ca,q~1-coo~~31. ~ i mxsowxc n.unuc.. mci.ins ❑ JVA, INCORPORATED 7319 SPRUCE AREEf, BOIILDER, COLORADO 60302 301444.1951 • 303.444.7957 FAX JOB # BY DATE CHKD BY DATE Id-1uz1o aG j)f24 P~e = 11l,-C DTlB BR nv-( C Y~u = I,d-1o,157. 15, t I•-49- * 0.8(01 + 1. 761 Z2+ 0q4) = 7. I9 k cai\604. 1 -1.1 ID J.~ ~2 g ° 285,~'k U~I~cr~~~ , d= 5x►z-z'/~= ~C, = 6.v5 ~2) ~ooc)Cb7-5,~6.5 ~ 6. 0.85 (G O 5-7 _ NCCK- [V-U i22= ' j~ - - 6 ~o - - C ~ ~ - - - ~ IYI) ~ ~ k ~ ~4 M SHEET # 'r) OF PRELIM 1.44 a DL 0•7~ LL I~~TlB ' O,bG ~-DL - 0•4~ LLL BCAt~ Dct'lG4 oju-P, oPrAGS, 0 1Vq INGORPORATED 4710 SOIITH COLLEGE AVENUE, SURE 712, FORT COLLINS, COLORADO 80525 970.125.9099 • 970225.6913 fN( 6= G.5 ~.2 k o. ~8~ in~ ok Title : Caseys R V Job # 8345 Dsgnr: NAM pate; Description : Titt•up Panels & Precast Members ~p on Drilled Piers Scope: •^R~..... Rectangular Concrete Column Page I Description Jamb at Interior Panel General Width 36.000 in fc 4,000.0 psi Unbraced Length 13.500 ft Depth 6.500 in Fy 60,000.0 psi Eff. Length Factor 1.000 Rebar. Seismic Zone q Column is BRACED 2-# 7 d= 2.375 in LL & ST Loads Act Together 2- # 7 d= 4.125 in Loads Dead Load Live Load Short Term Eccentricitv Axial Loads 43.200 k 15.000 k k in Lateral Uniform Loads Start Loc End Loc # 1 kff1 ktft 0.023 ktft ft # 2 ktft ktft ktft ft Lateral Polnt Loads Location #1 k k k ft #2 k k 0.100k ft 5ummary Q~ Column is OK 36.00 x 6.50in Column, Rebar. 247 @ 2.38i ,-#7 4.13in LDG E `1_ ~~1 ly~ ACI9-1 ACI9-2 ACI93 Applied : Pu : Max Factored 85.98 k 81.48 k 38.88 k Ailowable : Pn ` Phi @ Design Ecc. 319.66 k 327.15 k 409.77 k Mcritiql 5.70 k-ft 5.40 k-ft 2.56 k-ft Combined Eccentricity 0.795 in 0.795 in 0.795 in Magnification Factor 1.88 1.83 1.33 Design Eccentricity 1.495 in 1.456 in 1.056 in Magnified Design Moment 10.71 k-ft 9.88 k-ft 3.43 k-ft Po •.80 745.15 k 745.15 k 745.15 k P: Balanced 180.75 k 180.75 k 180.75 k Ecc : Balanced 3.451 in 3.451 in 3.451 in Actual k Lu / r 83.077 Elastic Modulus 3,605.0 ksi Beta 0.850 ACI Ea. 9-1 ACI Ea. 9-2 ACI Ea. 9-3 Neutrel Axis Distance 4.0372 in 4.1110 in 5.0020 in Phi 0.7000 0.7000 0.7000 Max Limit kl/r 34.0000 34.0000 34.0000 Beta = M:sustained/M:max 0.7034 0.7423 1.0000 Cm 1.0000 1.0000 1.0000 EI ! 1000 697.44 681.89 594.01 Pc : pi^2 E I/(k Lu)^2 26229 256.44 223.39 alpha: MaxPu /(phi Pc) 0.4683 0.4539 0.2486 Delta 1.8808 1.8312 1.3309 Ecc: Ecc Loads + Moments 0.7950 0.7950 0.7950 in Design Ecc = Ecc' Delta 1.4952 1.4558 1.0581 in ~ ACI FactorS (per ACI, applied intemally to entered loads) ACI 9-1 8 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 8 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST • : 1.100 0 1VA, INCORPORATED 1319 SPRUCE STREEi, BOULDER, COLORADO 80302 303.444.1951 • 301444.1957 FA% JOB # DATE DATE Anpv CLK It o rva wcoaronnreo 4710 SOUTH COLLEGE AVENUE, SUITE 172, FORT COLLINS, COIORADO 80525 970225.9099 • 970275.6923 FAX CLIENT SHEETl1 -7 OF PRELIM FINAL , 2a~.~ ~ ►z As ~.7- 1.16 ~n2 -~--3~~ - og, 247 CoL. ~ • II~i i u - C0.5 (30 - 0• 335A'; ~jCAfZI~G ~ 7B.3 0.5-7k~,; OK- ~ 7.5(Q ~ ~,o 13.5xi2 ' G ~T/ ~T/ ~1LIJ m.mmxc s~~ucm~u ~xcmcvs BY CHKD BY P.a4~.. ~ ~~~.E oPn~G - 1.4(,15 x%xio.5' +5,s) t1,~~a,z~> = II.-7~ co^~~ ` n ~ ~Iz~ ~ 2)I•~ YK - 7°•ci; ~ d = 5'X 2//, 57,5 ~ c Nz Z A5 6.835 'in IKi 2-4G 224.Ce 'k osc 247 °4. ~G ~ , 8 17-Feb-99 DRILLED PIER CAPACITY TABLE PROJECT NAME SOILS ENGINEER =~NIG;; PROJECTNUMBE r' REPORTNUMBER z1«2~Y~ISt ;,,rs JVAENGINEER „~'i..%•~ _ REPORTDATE BEDROCK DATA: MAX. END BRG PRESSURE ksf SIDE SHEAR; GRAVITY ksf uglilt shear SIDESHEAR;UPL1Ff µ ksf Icsf MIN. DEAD LOAD, upliR Foroe k/ft dia MINIMUM PENETRATION INTO BEDROCK IffimS:ft LENGTH OF TOP BEDROCK PENETRATION TO BE IGNORED DRILLED PIER PROPERTIES: fc= 3 ksi DIAMETER in 10.0 12.0 14.0 16.0 18.0 20.0 24.0 30.0 36.0 42.0 48.0 ENDAREA(A) . ft"2 0.55 0.79 1.07 . 1.40 1.77 2.78 3.14 4.97. 7.07 9.62 72.57 . SURFACEAREA ft"21R 2.62 3.14 3.67 4.19 4.71 524 628 7.85 9.42 11.00 1257 25'A'Pc ldps - 59 85 115 151 191 236 339 530 763 1,039 1.357 .33'AYc ldps 79 113 154 201 254 374 452 707 1,018 1,385 1,870 1 .005`A in"2 0.39 0.57 0.77 1.01 127 1.57 226 3.53 5.09 6.93 9.05 Piertension ldps 39 47 55 63 71 . 78 94 118 141 165 188 Tens Reinf in"2 0.65 0.78 0.91 1.04 1.18 . 1.31 1.57 1.96 2.35 2.74 3.13 Tension bars # 1.48 1.77 2.07 2.36 2.66 2.96 3.55 4.43 DRILLED PIER CAPACITIES (kips) : BEDROCK PENETRATION (R) 10.0 11.0 12.0 13.0 15.0 17.0 19.0 21.0 23.0 PIER OIAMETER: 10 (nches) 12 14 16 18 20 -+24 30 36 42 48 1 63 69 74 79 1 79 85 91 97 1 95 102 109 117 1 112 120 128 137 f 130 739 148 158 1 148 159 169 780 1 188 201 214 226 1 255 271 287 302 1 330 349 368 . 386 1 412 434 456 478 1 503 528 553 578 89 100 110 121 131 110 723 135 148 160 131 146 161 175 190 154 170 187 204 221 177 196 214 233 252 201 222 243 264 284 251 276 302 327 352 334 365 397 428 459 424 462 500 537 575 522 566 610 654 698 628 679 729 779 829 5.32 621 7.08 ISIDE SHEAR IbWe of IDEPTH IN 25.0 IBEDROCK _ 142 1 524 173 1 628 205 1 7.33 237 1 8.38 271 1 9.42 305 1 10.47 3771 12.57 491 1 15.71 6131 18.85 742 1 21.99 880 1 25.13 END UPLIFT FORCE ldps 39 47 55 p 71 78 94 118 141 165 188 UPLIFT RESISTING SHEAR IN BDRK 3.93 4.71 5.50 628 7.07 7.85 9.42 11.78 14.14 16.49 18.85 c D 7Z" 28'-9' • ~ 34, I.53 jX co i, I pL ~~-8' 2a~-y ~0 5 il..~ ~ _ - - I ~`r I. o, VALl- - ~ i Z 1 I I I ~ I I I ~a ~r~ I a. ~r~ . k L ~ 7,0 ~ 80• D i Zo> i LL 0.4, 17 k.~ u- i ~ T P. V~A ~ J ~j i `47. ~ Li 107. °J k.Dl. ~2 6-9 LL loo~-= PeAl . „ Y I I Z ~ II~ p -N-J ~ 18DIA. J fl.9T-( LE a ffi v 97, BkDL 3,D.CD IL - - ~ IR a r_ _ = - L fl.9T4 . ~ 3 5 20 ` LL a DL il -o i -20'-0'- ~ IV, ' H. I ON `t. G-1.3kDL ~.'2 ~ ~ _5----- Xk= ---;0L - ~,4u '&o~ sr.a sr.a ~,g ~ k DL EL sTu ~L Td. OA~ ~ H.9T-0' i, 2.► o ~ ~ k~ 6 iD.tL_ o i.~. _ ~ ~--y , ~ 2!5 kD a.L t a lV0. IN[ONPOMTFD ~ 303.ACd.1951 1319 SPAUQ SfPEET 303.9d4.1957 FA% BWLDER CaOAADO 8D302 COXSYLIIN451 BY • 4iXEE 5 T DATE JOB # PROJECT V-V . SHEET NO OF PHELIM.. CHKD. BY DATE CLIENT ~ FINAL CAW ?-,P,L ~A DitZECTIor~ 2~.G 1 2$t'~- pPof, - ~ 4~ + 5.5(z4 .4~ - 'D~(/- 20. I 2 5~)+2r ~i3, q- - - ° ~Atg.A<_ ft lS1 NC7` - C.' V L, „ k _3 -RA -._°__P_W IL WIND LOADING 1994 Uniform Building Code Casey's RV 11-Feb-99 8345 NAM Section 1618 (18-1) P=Cc"Cq*qs*Iw Basic Wind Speed, (mph) 90 1 70 80 90 Stagnation Pressure, qs (pso 20.74 1 12.6 16.4 20.8 Exposure & Gust Coef: C=1, B=2 1 1 Job Name Job Number Engineer UBC Table 16-H 100 110 120 130 1 25.6 31 36.9 43.3 ~ ~ Air Density Coef.(.85 for hi alt) 1 qs =.00256"`V^2 = Importance Factor (1 or 1.15) 1 0-15 15-20 20-25 25-30 Ce 1.06 1.13 1.19 123 PRIMARY FRAMES AND SYSi Cq = inward; outward> *"'°"Method 1 (Normal Force Method)'"*" Windward wall 0.8 17.6 18.7 19.7 20.4 Leeward wall -0.5 -11.0 -11.7 -12.3 -12.8 Leeward or flat roof -0.7 -15.4 -16.4 -17.3 -17.9 Ridge Parallel to Wind -0.7 -15.4 -16.4 -17.3 -17.9 Windward roof; Perpendicular Ridge 18.7 19.7 20.4 -39.8 -41.9 -43.4 39.8 41.9 43.4 Slope<2:12 . -0.7 -15.4 -16.4 -17.3 -17.9 Slope 2:12 to 9:12 either -0.9 -19.8 -21.1 -22.2 -23.0 or 0.3 6.6 7.0 7.4 7.7 Sfope 9:12 to 12:12 0.4 8.8 9.4 9.9 10.2 Slope>12:12 0.7 15.4 16.4 17.3 17.9 '*"""""'Method 2 (Projected Area Method)***""` On vertical projected area: Structures 40 ft ht or 1.3 28.6 30.5 32.1 33.2 Structures > 40 ft ht or 1.4 30.8 . 32.8 34.5 35.7 On horizontai projected area:(upwarcl) EnGosed structure -0.7 -15.4 -16.4 -17.3 -17.9 Open structure(only or top story) -1.2 -26.4 -28.1 -29.6 -30.6 ELEMENTS AND COMPONENTS (@ 10 sq ft Wall elements: ' ~ All structures 1.2 26.4 28.1 29.6 30.6 UnenGosed 8 Enclosed structures -1.2 -26.4 -28.1 -29.6 -30.6 Open structures -1.6 -35.2 -37.5 -39.5 -40.8 Parapets or 1.3 28.6 30.5 32.1 33.2 Roof elements: " (for slopes >12:12 , use wall values) Enclosed & Unenclosed structures Slope<7:12 -1.3 -28.6 -30.5 -32.1 -33.2 Slope 7:12 to 12:12 or 1.3 28.6 30.5 32.1 33.2 Open Structures: Siope<2:12 -1.7 -37.4 -39.8 -41.9 -43.4 Slope 2:12 to 7:12 either -1.6 -35.2 -37.5 -39.5 -40.8 or 0.8 17.6 Slope 7:12 to 12:12 either -1.7 -37.4 or 17 37.4 Elements in areas of discontinuity (@ 1 0sq ft): Wali comers either -1.5 -33.0 or 1.2 26.4 Roof eaves, rakes, or ridges 20.94 30-40 40-60 60-80 80-100 1.31 1.43 1.53 1.61 21.7 23.7 25.4 26.7 -13.6 -14.8 -15.9 -16.7 -19.0 -20.8 -22.2 -23.4 -19.0 -20.8 -22.2 -23.4 -19.0 -20.8 -22.2 -23.4 -24.4 -26.7 -28.6 -30.0 8.1 8.9 9.5 10.0 10.9 11.9 12.7 13.4 19A 20.8 22.2 23.4 35.3 38.5 412 43.4 38.0 41.5 44.4 46.7 -19.0 -20.8 -22.2 -23.4 -32.6 -35.6 -38.1 -40.1 32.6 35.6 38.1 40.1 -32.6 -35.6 -38.1 -40.1 -43.5 -47.4 -50.8 -53.4 35.3 38.5 41.2 43.4 -35.3 -38.5 -41.2 -43.4 35.3 38.5 41.2 43.4 -46.2 -50.4 -53.9 -56.8 -43.5 -47.4 -50.8 -53.4 21.7 23.7 25.4 26.7 -46.2 -50.4 -53.9 -56.8 46.2 50.4 53.9 56.8 -35.1 -37.0 -38.3 -40.7 -44.5 -47.6 -50.1 28.1 29.6 30.6 32.6 35.6 38.1 40.1 i3 Slope <2:12, w/ avefiang, canopy -2.8 -61.5 -65.6 -69.1 -71.4 -76.1 -83.0 -88.8 -93.5 Slope <2:12, no overhang " -2.3 -50.6 -53.9 -56.8 -58.7 -62.5 -68.2 -73.0 -76.8 Slope 2:12 to 7:12, no overhang -2.6 -57.1 -60.9 -642 -66.3 -70.6 -77.1 -82.5 -86.8 Slope>712to12:12 -1.6 -35.2 -37.5 -39.5 -40.8 -43.5 -47.4 -50.8 -53.4 For alI elements with a tributary area of 100 sq ft, Cq factor may be decreased by .3 ❑ JV0. INCORPORATED ❑ 1VA INCORPORATED 1319 SPftUCE STREEi, BOULDER, COLORADO 80302 4710 SOIfTH COLLEGE AVENUE, SURE 112, FORT COLLINS, COIORADO 80525 mxmn~ u.nE.~~xEws 303.444.1957 • 303.444.1957 FAX 970 3.9099 • 970.725.6923 FPX JOB # SHEET # tA- OF BY DATE - g2 PROJECT PRELIM CHKD BY DATE CLIENT ~ A LA FINAL i o.oL, Dc!E)(aAc-,~ IN-re~►orZ CoLs , o4mC eb ~T. - i 5m EAevca1c 1,4 97.~ ~1, (I t ~-2- \ E l~ D Cca LS , P k- bL k lL ~ ~ _ ~h mc;ll -oJTG 7 _ p=+8.1) e 20 n k-i-L , 30I ` Tkle : Job # Ly Dsgnr: Date: I Description : Scope: R~w6~t01 Rectangular Concrete Column Page I- Description Column is OK 14.00 x 14.00in Column, Rebar. 247 @ 1.88in, 247 @ 12.13in ACI9-t ACI9-2 ppplied : Pu : Mau Factored 204.75 k 153.56 k Allowable : Pn ` Phf @ Design Ex. 364.90 k 379.73 k M.critjpl 45.26 k-ft 30.98 k-ft Combined Eccentricity 2.653 in 2.421 in Magnification Factor 1.00 1.00 Design Eccentricity 2.653 in 2.421 in Magnified Design Moment 45.26 k-ft 30.98 k-ft Po `.80 64179 k 64179 k P: Balanced 28626 k 286.26 k Ecc : Balanced 6.512 in 6.512 in ACI 9-3 88.02 k 390.61 k 16.54 k-ft 2255 in 1.00 2255 in 16.54 k-ft 64179 k 28626 k 6.512 in Mazch 22, 1999 o jala & company Allan White Planning Department 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Re: Casey's R.V. Service Center Site in the 44th Avenue Industrial Park 3/18l99 Dear Allan, Thank you again for taking time to meet with us on the above referenced project. I am writing to confirm our understanding of the items discussed in that meeting. Following is a synopsis (also, this is response to the Plamiing Department Review Comments); LANDSCAPING 1. Per PID Section h)6) Open Space and Landscaping, please indicate that 60 percent of the trees shall be conifers (required prior to building pemilt). Response: Ojala & Company will make changes to Landscape to bring trees up to 60% conifers. 2. Is Mr. Casement interested in buffering his use from the CDOT facility to the south? Response: No 3. Per PID Section h)10) Open Space and Landscaping there is a requirement for land5eaping the 43rd Drive right-of-way. The landscaping needs to be shown on the plan and coordinated with the land developer (Tom Hartley). This means that one of the three landscaping altematives in this ' section of the PID needs to be used to landscape all the right-of-way frontage for West 43rd Drive including Lots 3, 4 and 5. Interior landscaping of Lot 5 can be done when the lot is developed. Yow plans should show the right-of-way landscaping in some mumer, with a note that the actuat landscaping sha(I be done by the project developer (required on plans prior to 6uilding;pemut; required in field prior to certificate of occupancy). Response: Landscaping in the 43rd Drive ROW will be; minimum of 10' width of smooth river rock cobble 4° min over weed fabric. Planted within that strip will be the requirements per PID Exlilbit B item h)10)(a). The frontage in front of Lot 4 and a portion of Lot 3 will be planted by the Owner of those lots. Lot 3 frontage along drainage easement will be planted and landscaped by the Pazk Developer Tom Hartley. The Casey's RV Center project will be able to count this landscape for iYs site compliance. 6425 West 52nd Avenue, Arvada, Colorado 80002 Telephone 303-420-5656 - Facsimile 303-420-7931 4. Is it necessary to use the black slats in the chain link fence along the east side of the project azea on Lot 39 From our experience that slat material degrades rapidly in Colorado weather and ends up being an eyesore rather than attractive. The fencing without the slats would be preferable to the Planning Department since no development ease of the fence, on Lot 3, is anticipated. Response: Per discussion the fence will remain however all black slats will be removed from fencing. PARI{ING 1. I believe we need to use the office pazking calculation of one per 200 s.f for all actual office squaze footage. This would bring the ofi9ce pazking requirement to 13 rather than 8(required prior to building pemut). Response: After discussion it was noted that the parking requirement used was for office/warehouse - 3 per 1000/1 per 2,000 with that calculation we needed 2. The parking spaces shown in the south west portion of Lot 4 do not measure the minimum of 10 feet by 20 feet. This needs to be changed so that all pazking spaces aze actually usable (required prior to building permit). Response: Parking spazes shown aze the dimensional minimums that city requires - S. Sx18 for 90 degree pazking. 3. Where will the future reqtired pazking area come from when the building expansion on Lot 4 is constructed? Tlus should be included on the parking matrix under a heading such as Pazking Required For Future Building Expansion, or sunilar wording (required prior to building permit). Response: Pazking for future building e7cpansion will be in Lot 5 as that expansion happens (noted on plans). 4. The entry gates into the parking area from West 43rd Drive look like they will negatively impact parking when they aze opened. Please provide a note of how the opened gates will operate so as not to impact parking spaces (required prior to building pernut). Response: Gates at entry drive swing both ways and will be secured in open position opening out during business hows and they will be full height chain link for security per Owners request. (not pipe rail as discussed) 5. Please provide a note regazding the actual usage of the "Show Slabs", and if these spaces are to be included in meeting the pazldng requirements. It is, itpportant to fully describe the use anticipated for these slabs, to insure that long term parking ofR,V.s will not be an allowed use (required prior to building permit.) Response: Show slabs are actually delivery slabs for use when vehicles are picked up by purchaser. They will be changed to delivery slabs and a note that parking is limited to 24 hours. Also, they aze not used in the pazking count. PLATTING Per Section g) of the PID, Planning Department approval will be required in order to build over the lot line (Lots 3 and 4), and a coaesponding mylaz should be recorded at the County. This procedure will be called a Consolidation Plan for which I have included the procedure and an applicarion which you can complete and retum to the Planning Department. Relevant easements should be eliminated and all utilities should sign off on the Consolidation Plat. Additionally, at the suggestion of our Public Works Department, this might be a good opportunity to split Lot 3 and create a separate lot containing the detention basin (required prior to building permit). Response: Per discussion; Tom Hartley would like the platting to be as expedient, simple and least cost to new Owners as possible. The option discussed was a deed restriction that would be Sied with the City/County and would address the building of buildings on two lots by not allowing the sale of either lot sepazately. City surveyor and Alan White will look into this possibiGty. Also, the replating would not be required before permit issue however, it would be necessary before C.O. PROPERTY OWNERS ASSOCIATION We have yet to receive a revised Property Owners Association document which addresses maintenance of common azea, including detention aze, landscaping (required prior to building permit). Response: Tom Hartley will supply the documents to the Ciry addressing City's concerns before permit. Thank you for your help in these matters. Please call if any of the above information is incorrect or not as we discussed. Sincerel David C. Forman Architect cc: Tom Hartley Steve Casement Martin Orner Greg Knudson TO WE ARE SENDING YOU ❑ Shop drawings "'~Zopy of letter OJALA & .;OMPANY 6425 W. 52nd Avenue Suite 1 Arvada, Colorado 80002 (303) 420-5656 (303) 420-7931 FAX LIM=IR Oo FMANO~li/ ~4VQL dtached ❑ Under separate cover via the following items. Jerints ❑ Plans 0 Samples ❑ Specifications ❑ Change order ❑ ICOPIESI DATE I NO. I DESCRIPTION , . I ~ THESE ARE TRANSMITTED As checked below: X For approval ❑ Approved as submitted For your use ❑ Approved as noted As Requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 _ o=nnnovc ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US CI March 24, 1999 Darin Morgan Codes Administrator Building Department City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Re: Code Correction List 3/19/99 - Casey's R.V. Service Center Lots 3& 4 44th Avenue Industrial Pazk Response Deaz Datin, o jala & company Per your request for a response to code issues raised in your review of the above referenced project we submit the following: 1. Change all Uniform Codes to 1997 Editions and verify plans reflect any changes. Response: Completed, refer to drawings. 2. Provide Copy of soils report for site. Response: Attached to this response. 3. 96 inch access aisle is required at handicap stall and provide "van-accessible° signage on east stall. Response: Complete, refer to site plan. 4. Provide letter from owner stating "no open flame or welding equipment will be used within the building." Response: Letter included. 5. Provide one drinking fountain. Response: Per our telephone discussion on 3/23/99 you agreed that a drinking fountain was not necessary in tlus project. 6. Three water closets aze required in womeq s regtroom per UPC, table 4-1 due to occupant load. Response: Per our telephone discussjon again, we agreed that onty 1 w.c. was necessary for each toilet room. 7. Locker room restroom to be handicap accqs~sible. Response: Per our telephone discusqtagain, you agreed that per chapter 11 section 1103.1.1 exception 2 you would wave the Cy3}iilicap access. 6425 West 52nd Avenue, Arvada, Colorado 80002 Telephone 303-420-5656 • Facsimile 303-420-7931 8. Doors 116, 117 and 118 to have 18 inches on latch side to meet handicap requ'uements. Response: Doors 116 and 117 do meet handicap requuements and distances are dimensioned now on plans. Door 118 has been deleted it is not neccessary. All service bay outlets to be mounted +18 inches above finish floor and be GFCI protected unless dedicated for a specific appliance. Response: All service bay outlets aze per code. 10. Provide letter from sewer district and health department stating dump stations can dischazge imo public sewer. Response: Letter from sewer district T:eouazdtis°fbrth;coming; , 11. Sewer line on page AI does not match plumbing plan locations. Response: Aclrnowledged; notes will direct to proper location. 12. Provide information on sand and oil interceptor that will need to be installed in S-3 azea, include floor drain information. Response: Again, per our telephone discussion you waved the drains and imerceptor requirements. 13. Provide information on how service bay azea is to be ventilated to meet 1997 UBC, Section 120226. Response: Sen+ice bay is ventilated per 1997 UBC as noted in our conversation roof units aze noted on plan sheet HVAC-1. Thank you for taking time to discuss the items over the telephone and resolve our issues. We look forward to working in Wheat Ridge again. If you have any questions please call me at 303-420-5656. Sinc ely, c. David C. Forman Architect ~~U --79~1 Dauie `4a t"'c~nri` Code Correction List March 19, 1999 Owner: Casement Builder: Ojalla & Company Address: 44" Avenue Industrial Park, Lot 3,4 Description: New Commercial Building Change all Uniform Codes to 1997 Editions and verify plans reflect any changes. 2. Provide copy of soils report for site. 3. 96 inch access aisle is required at handicap stall and provide "van-accessible" signage on east stall 4. Provide letter from owner stating "no open flame or welding equipment will be used within the building". 5. Provide one drinking fountain. 6. Three water closets are required in women's restroom per UPC, table 4-1 due to occupant load. 7. Locker room restroom to be handicap accessible. 8. Doors 116, 117 and 118 to have 18 inches on latch side to meet handicap requirements. 9. All service bay outlets to be mounted +18 inches above finish floor and be GFCI protected unless dedicated for a specific appliance. 10. Provide letter from sewer district and health department stating dump stations can discharge into public sewer. 11. Sewer line on page A1 does not match plumbing plan locations. 12. Provide information on sand and oil interceptor that will need to be installed in S-3 area, include floor drain information. 13. Provide information on how service bay area is to be ventilated to meet 1997 UBC, Section 1202.2.6 Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morg Codes Administrator F 7500 West 29'h Avenue Planning: Parks & Recreation: Public Works: Fax; • Wheat Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2877 Phone # (303) 235-2861 Phone # (303) 235-2857 DATE fD I q -(:-tCl Name: L~ Cc v C' `-a`1rC'lYY'ti Yl Orgnnization: Q~~H( a Fox: a-U --707 ~S ~ Phone: From: Dept: Plnnning Subject: Parks & Recreation ❑ Public Works ❑ t(M ,lilr'Ltr1a L l~T # of Pages, (Including cover pcge) Comments: Original to follow in the mnil ❑ Yes ❑ No Mazch 24, 1999 o jala & company Dazin Morgan Codes Administrator Building Department City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Re: Response to City concerning concem for open flame welding Deaz Darin, Casey's R.V. Service Center is a facility that seroices recreational vehicles. We service only the residential portion of the unit and no mechanical or engine work is done at this facility. Therefore, the Owner assures me that no welding or open flarne equipment will be used in the facility. Thank you for your request. If I can be of fiuther assistance let me know. Sin erely, ~ David C. Forman Architect 6425 West 52nd Avenue, Arvada, Colorado 80002 Telephone 303420-5656 • Facsimile 303-420-7931 MAR 10 1999 Ln N co I as OD Central Fire Protection Contractors, Inc. 10775 East 51 s[ Avenue Denver, Colorado 80239 (303) 576-8157 Fax (303) 576-8159 Colorado State Registration # 004 Approved as drawn subjectto Field inspection and Acceptance Test. Contact The Fairmount Fire Preveniian O;fice at 279-2323, 48 hours prior to Acc2ptanc ~es4. Date fairmouni Fire Protection District Fire Snrinkler System Hydraulic Calculations ACCURP.CY Of HYDR.4ULIC CALCULA?IONS and Equipment Submittals fir r TEiE RESi'ONSiBILI?`! 0F TNE S`fSTEMS DESIGNER. CASEY'S RV SERVICE CEN'I`ER 44th INDUSTRIAL PARK WHEATRIDGE, CO 80034 ~ ;~15~ Fl~ ~ ti co 7~I, ~ o 7A~O1 N d~"1 S199 CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 3/ 4/99 14:57 % ~-HYDRAULIC DESIGN TNFORMATION SHEET Job Name: CASEY'S RV SERVICE CENTER Location: 44th INDUSTRIAL PARK WHEATRIDGE, CO 80034 Drawing Date: 03-05-99 Remote Area Number: 1 Contractor: CENTRAL FIRE PROTECTION CONTRACTORS INC. Telephone:(303)576-8157 10775 E. 51st STREET DENVER, CO 80239 Designer: EDWARD J. KOLECKE Calculated By:SprinkCALC CSC Systems & Design Construction: CONCRETE TEE'S Occupancy:SERVICE CENTER Reviewinq Authorities:FA2RMOUNT FIRE DEPARTMENT 5Y5'1'EM DESIGN Code:NFPA #13 Hazard:ORDINARY HAZ. II System Type:WET Area of Sprinkler Operation 1105 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0.20 Make:GLOBE Mode1:JN QR Area per Sprinkler 130 sq ft Size:1/2" K-Factor: 5.60 Hose Allowance Inside 0 gpm Temperature Rating:200 Hose Allowance Outside 250 gpm CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 498.8 psi Required: 75.1 @ WATER SUPPLY Water F1ow Test Pump Data Date of Test 03-04-99 Rated Capacity 0 gpm Static Pressure 141.0 psi Rated Pressure 0.0 psi Residual Pres 106.0 psi Elevation 0 At a Flow of 1190 gpm Make: Elevation 0" Model: Location: CITY MAIN Source of Information: NORTH TABLE MOUNTAIN WATER Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm SYSTEM VOLUME 116 Gallons Notes: JOB # 991093 GRID PEAKED SHIFT LEFT(DOWN) REQUIRED 74.22 psi 499.2 gpm SHIFT RIGHT(UP) REQUIRED 72.94 psi 498.7 gpm CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 ~ 'VHYDRAULIC CALCULATION DETAILS QTY DESCRIPTION' HYDRAULIC LENGTH C ID 3/ 4/99 14:57 FLOW LOSS gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 249 57.7 psi 1 2.5 GRVD FIRELOCK 90 6' 120 2.500 249 1.2 1 Pipe 2-1/2" DFx99 America 7' 120 2.731 249 0.9 1 2-1/2" Fingd Back Flow Valve FEBCO CHART LOSS 249 6.6 1 4 x 2.5,Flanged Redu 0' 120 4.000 249 0.0 Elevation Change 1119" 5.1 Total Loss for RISER 13.8 psi 1 Pipe 4" DIx18 DUCTILE IRON PIPE 180' 140 4.155 249 2.3 2 4" MJ 90 ELL MECH JO 16' 120 4.000 249 0.7 1 4"Gate Valve "NRS" UNDERGROUND VALV 3' 140 4.000 249 0.0 1 4" MJ TEE MECH JOINT 31' 120 4.000 249 0.6 Total Loss for UNDERGOUND 3.6 psi Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R1 Required at 499 75.1 psi Water Source141.0 psi static,106.0 psi residual @ 1190 gpm 499 qpm 134.0 psi SAFETY PRESSURE 58.9 psi Available Pressure of 134.0 psi Exceeds Required Pressure of 75.1 psi This is a safety margin of 58.9 psi or 44 % of Supply Maximum Water Velocity is 18.7 fps CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 LEGEND 3/ 4/99 14:57 HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR FZow factor for open head or path where Flow (gpm) = K x-\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg E11 45 - 45 deg E11 T- Tee LT - Long Turn 90 E11 SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x(Q/C)^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in - Path #1 is from the most remote head back - Later Paths are from the next most remote defined paths these Calculations to the water source. head back to previously CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 3/ 4/99 14:57 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W(PRIMARY PATH) HEAD 3 26.0 1" 0 0 13'0" 8.3 fps 21.6 21.6 0.20 gpm/sq ft 1.104" 0 0 0" 0.148 1.9 0.0 K= 5.60 24.5 120 XL 0 13`0" 0" 0.0 21.6 HEAD 4 27.1 1" 1 0 3110" 17.5 fps 23.5 23.5 0.21 gpm /sq ft 1.104" 1 0 7'0" 0.587 22.3 0.0 K= 5.60 51.7 120 XL 0 38'0" 1'9" 0.8 23.5 REF A1 2-1/2" 0 0 10'0" 2.9 fps 46.6 2.731" 0 0 0" 0.007 0.1 51.7 120 DF 0 10'0" 0" 0.0 REF A2 51.8 2-1/2" 0 0 10'0" 5.7 fps 46.6 PATH 3 2.731" 0 0 0" 0.026 0.3 K= 7.59 103.5 120 DF 0 10'0" 0" 0.0 REF A3 23.2 2-1/2" 0 0 1010" 7.0 fps 46.9 PATH 5 2.731" 0 0 0" 0.037 0.4 K= 3.39 126.7 120 DF 0 10'0" 0" 0.0 REF A4 12.4 2-1/2" 0 0 1010" 7.7 fps 47.3 PATH 7 2.731" 0 0 0" 0.045 0.4 K= 1.80 139.1 120 DF 0 1010" 0" 0.0 REF A5 11.8 2-1/2" 0 0 10'0" 8.3 fps 47.7 PATH 8 2.731" 0 0 0" 0.052 0.5 K= 1.72 150.9 120 DF 0 10'0" 0" 0.0 REF A6 11.6 2-1/2" 0 0 10'0" 9.0 fps 48.2 PATH 9 2.731" 0 0 0" 0.059 0.6 K= 1.68 162.6 120 DF 0 1010" 0" 0.0 REF A7 11.8 2-1/2" 0 0 10'0" 9.6 fps 48.8 PATH 10 2.731" 0 0 0" 0.068 0.7 K= 1.68 174.3 120 DF 0 10'0" 0" 0.0 CONTINUED 49.5 psl CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 3/ 4/99 14:57 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W(PRIMARY PATH) CONTINUED REF A8 12.2 2-1/2" 0 0 10`0" 10.3 fps 49.5 PATH 11 2.731" 0 0 0" 0.077 0.8 K= 1.74 186.6 120 DF 0 10,011 0" 0.0 REF A9 13.0 2-1/2" 2 0 13'll" 11.0 fps 50.3 PATH 12 2.731" 0 0 12'0" 0.087 2.2 K= 1.83 199.5 120 DF 0 25'11" 4'0" 1.7 REF A10 15.2 2-1/2" 0 0 10,0" 11.9 fps 54.2 PATH 13 2.731" 0 0 0" 0.099 1.0 K= 2.07 214.7 120 DF 0 1010" 0" 0.0 REF All 16.3 2-1/2" 0 0 1010" 12.8 fps 55.2 PATH 14 2.731" 0 0 0" 0.114 1.1 K= 2.19 231.0 120 DF 0 10'0" 0" 0.0 REF A12 17.8 2-1/2" 1 0 412" 13.8 fps 56.4 PATH 2 2.731" 0 0 6'0" 0.131 1.3 K= 2.37 248.8 120 DF 0 10'2" 0" 0.0 REF W 248.8 gpm PATH 1 K= 32.7 6 57.7 psi PATH 2 FROM HYDRAULIC REFERENCE 3 TO A12 HEAD 3 26.0 1" 0 0 13r0" 0.5 fps 21.6 21.6 0.20 gpm/sq ft 1.104" 0 0 0" 0.001 0.0 0.0 K= 5.60 1.5 120 XL 0 1310" 0" 0.0 21.6 HEAD 2 26.0 1" 0 0 1310" 9.3 fps 21.6 21.6 0.20 gpm/sq Pt 1.104" 0 0 0" 0.183 2.4 0.0 K= 5.60 27.5 120 XL 0 13'0" 0" 0.0 21.6 HEAD 1 27.4 1" 1 0 18'0" 18.6 fps 23.9 23.9 0.21 gpm/sq ft 1.104" 1 0 7'0" 0.656 16.4 0.0 K= 5.60 54.9 120 XL 0 25'0" 1'9" 0.8 23.9 WNTINUED 41.1 psl CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 3/ 4/99 14:57 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 3 TO A12 CONTINUED REF B1 2" 0 0 1010" 4.6 fps 41.1 2.227" 0 0 0" 0.022 0.2 54.9 120 DF 0 1010" 0" 0.0 REF B2 55.3 2" 0 0 10'0" 9.2 fps 41.3 PATH 4 2.227" 0 0 0" 0.078 0.8 K= 8.60 110.2 120 DF 0 1010" 0" 0.0 REF B3 12.0 2" 0 0 10'0" 10.2 fps 42.1 PATH 6 2.227" 0 0 0" 0.095 0.9 K= 1.85 122.1 120 DF 0 10,0" 0" 0.0 REF B4 -12.4 2" 0 0 10,0" 9.1 fps 43.0 PATH 7 2.227" 0 0 0" 0.078 0.8 K=-1.89 109.8 120 DF 0 10'0" 0" 0.0 REF B5 -11.8 2" 0 0 10'0" 8.1 fps 43.8 PATH 8 2.227" 0 0 0" 0.063 0.6 K=-1.79 97.9 120 DF 0 10,011 0" 0.0 REF B6 -11.6 2" 0 0 1010" 7.2 fps 44.5 PATH 9 2.227" 0 0 0" 0.050 0.5 K=-1.75 86.3 120 DF 0 10'0" 0" 0.0 REF B7 -11.8 2" 0 0 10'0" 6.2 fps 45.0 PATH 10 2.227" 0 0 0" 0.038 0.4 K=-1.76 74.5 120 DF 0 10'0" 0" 0.0 REF B8 -12.2 2" 0 0 10'0" 5.2 fps 45.3 PATH 11 2.227" 0 0 0" 0.027 0.3 K=-1.82 62.3 120 DF 0 10,0" 0" 0.0 REF B9 -13.0 2" 2 0 1511" 4.1 fps 45.6 PATH 12 2.227" 0 0 1010" 0.018 0.4 K=-1.92 49.3 120 DF 0 25'1" 4'0" 1.7 CONTINUED 47.8 psi CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 3/ 4/99 14:57 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTA PRE SSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 3 TO A12 CONTINUED REF B10 -15.2 2" 0 0 6'5" 2.8 £ps 47.8 PATH 13 2.227" 0 0 0" 0.009 0.1 K=-2.20 34.1 120 DF 0 6'5" 0" 0.0 REF B11 -16.3 2" 0 0 12'0" 1.5 fps 47.8 PATH 14 2.227" 0 0 0" 0.003 0.0 K=-2.36 17.8 120 DF 0 1210" 0" 0.0 REF B12 1" 4 0 86'1" 6.0 fps 47.9 . 1.104" 2 0 18'0" 0.082 8.5 17.8 120 XL 0 104'1" 0" 0.0 REF A12 17.8 gpm PATH 2 K= 2.37 56.4 psi PATH 3 FROM HYDRAULIC REFERENCE 7 TO A2 HEAD 7 26.1 1" 0 0 13'0" 8.3 fps 21.8 21.8 0.20 gpm/sq ft 1.104" 0 0 0" 0.148 1.9 0.0 K= 5.60 24.5 120 XL 0 13'0" 0" 0.0 21.8 HEAD 8 27.3 1" 1 0 3019" 17.5 fps 23.7 23.7 0.21 gpm/sq ft 1.104" 1 0 7'0" 0.590 22.3 0.0 K= 5.60 51.8 120 XL 0 37'9" 1'6" 0.7 23.7 REF A2 51.8 qpm PATH 3 K= 7.59 46.6 psi PATH 4 FROM HYDRAULIC REFERENCE 7 TO B2 HEAD 7 26.1 1" 0 0 13'0" 0.5 fps 21.8 21.8 0.20 gpm/sq ft 1.104" 0 0 0° 0.001 0.0 0.0 K= 5.60 1.6 120 XL 0 13'0" 0" 0.0 21.8 HEAD 6 26.1 1" 0 0 13'0" 9.4 fps 21.8 21.8 0.20 gpm/sq ft 1.104" 0 0 0" 0.186 2.4 0.0 K= 5.60 27.7 120 XL 0 13'0" 0" 0.0 21.8 CONTINUED 24.2 psi CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 3/ 4/99 14:57 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 7 TO B2 CONTINUED HEAD 5 27.5 1" 1 0 1719" 18.7 fps 24.2 24.2 0.21 gpm/sq ft 1.104" 1 0 7'0" 0.666 16.5 0.0 K= 5.60 55.3 120 XL 0 24'9" 1F6" 0.7 24.2 REF B2 55.3 gpm PATA 4 K= 8.60 41.3 psi PATH 5 FROM HYDRAULIC REFERENCE 9 TO A3 HEAD 9 35.2 1" 1 0 4317" 7.9 fps 39.5 39.5 0.27 gpm/sq ft 1.104" 1 0 710" 0.134 6.8 0.0 K= 5.60 23.2 120 XL 0 50'7" 1'4" 0.6 39.5 REF A3 23.2 gpm PATI-I 5 K= 3.39 46.9 psi PATH 6 FROM HYDRAULIC REFERENCE 9 TO B3 HEAD 9 35.2 1" 1 0 4317" 4.1 fps 39.5 39.5 0.27 gpm/sq ft 1.104" 1 0 7'0" 0.039 2.0 0.0 K= 5.60 12.0 120 XL 0 50'7" 114" 0.6 39.5 REF B3 12.0 gpm PATH 6 K= 1.85 42.1 psi PATH 7 FROM HYDRAULIC REFERENCE B4 TO A4 REF B4 12.4 1" 2 0 86'8" 4.2 fps 43.0 PATH 2 1.104" 2 0 14'0" 0.042 4.2 K= 1.89 12.4 120 XL 0 1 00,8" 0" 0.0 REF A4 12.4 gpm PATH 7 K= 1.80 47.3 psi CASEY'S RV SERVICE CENTER Drawing Date:03-05-99 3/ 4/99 14:57 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO AEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE B5 TO A5 REF B5 11.8 1" 2 0 8618" 4.0 fps 43.8 PATH 2 1.104" 2 0 1410" 0.039 3.9 K= 1.79 11.8 120 XL 0 100'8" 0" 0.0 REF A5 11.8 gpm PATH 8 K = 1.72 47.7 psi PATH 9 FROM HYDRAULIC REFERENCE B6 TO A6 REF B6 11.6 1" 2 0 87'1" 3.9 fps 44.5 PATH 2 1.104" 2 0 14'0" 0.037 3.8 K= 1.75 11.6 120 XL 0 101,1" 0" 0.0 REF A6 11.6 gpm PATH 9 K = 1.68 48.2 psi PATH 10 FROM HYDRAULIC REFERENCE B7 TO A7 REF B7 11.8 1" 2 0 8716" 4.0 fps 45.0 PATH 2 1.104" 2 0 1410" 0.038 3.9 K= 1.76 11.8 120 XL 0 101'6" 0" 0.0 REF A7 11.8 gpm PATH 10 K = 1.68 48.8 psi PATH 11 FROM HYDRAULIC REFERENCE B8 TO AS REF B8 12.2 1" 2 0 87'11" 4.1 fps 45.3 PATH 2 1.104" 2 0 1410" 0.041 4.2 K= 1.82 12.2 120 XL 0 101,11" 0" 0.0 REF A8 12.2 gpm PATH 11 K= 1.74 49.5 Asi CASEY'S RV SERVICE CENTER Drawing Date:03-05-49 REMOTE AREA #1 FLOW # OF LENGTH (GPM) PIPE FITS FEET 3/ 4/99 14:57 PAGE 7 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE B9 TO A9 REF B9 13.0 1" 2 0 8814" 4.4 fps 45.6 PATH 2 1.104" 2 0 1410" 0.045 4.7 K= 1.92 13.0 120 XL 0 102'4" 0" 0.0 REF A9 13.0 gpm PATH 12 K= 1.83 50.3 psi PATH 13 FROM HYDRAULIC REFERENCE B10 TO A10 REF B10 15.2 1" 4 0 87'7" 5.1 fps 47.8 PATH 2 1.104" 2 0 18'0" 0.061 6.5 K= 2.20 15.2 120 XL 0 105'7" 0" 0.0 REF A10 15.2 gpm PATH 13 K= 2.07 54.2 psi PATH 14 FROM HYDRAULIC REFERENCE B11 TO A11 REF B1I 16.3 1" 4 0 8816" 5.5 fps 47.8 PATH 2 1.104" 2 0 18'0" 0.069 7.4 K= 2.36 16.3 120 XL 0 106'6" 0" 0.0 REF All 16.3 gpm PATIi 14 K= 2.19 55.2 psi Central Fire Protection Contractors, inc. 10775 East Slst Avenue Denver, Colorado 80239 Phone 303-576-8157 Fax 303-576-8159 Fire Sprinkler System ProduM SubmittaT For CASEY'S RV SERVICE CENTER 44th INDUSTRIAL PARK WHEATRIDEGE, CO 80033 1. Sprinkler heads: Globe Model JN QR (Pendent, Uprights, and Sidewalls) 2. Pipe: Allied Pipe Sch XL (Threaded pipe) American Tube Sch DF (Grooved pipe) 3. Fittings: Paddico Cast Iron Screwed Fittings Victaulic Grooved Fittings 4. Valves: Febco Model 850 Reduced Pressure Central Riser Manifold Central Model 90 Check Valve Croker Fire Department Connection 5. Electrical: Farr-Larm Horn & Strobe 6. Hangers Tolco Concrete Inserts Michigan All Thread Rod Michigan Hanger Rings 7. Misce(laneous Central Sprinkler Signs Argco Spare Head Box, & Pressure Gauge L 0 B Ev FIRE SPRINKLER CORPORATION QUICKRESPONSE A UTOMATIC SPRINKLERS MODEL .IN B ULB SPRAY SERIES UPRIGHT •PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL DESCRIPTIONAND OPERATION CONVENTIONAL (OLD STYLE) The Globe Quick Response Model JN Sprinkler is a low ~ profile yetdurable design which utilizes a 3mm frangibleglass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appear- ance, it can be installed wherever standard spray sprinklers are ~ specified when allowed by the applicable standards. It offers the , additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requiremenu. Quick Response Sprinklers QUICK RESPONSE should be used advisedly and under the direction of approving UPRIGHT CONVENTIONAL authorities having jurisdiction. The heart of Globe's Model JN sprinkler proven attuating _ assembly is a hermeticallysealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the MW J~J K= ~ liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICALDATA QuicK~E~FONSE PENDENT VERTICAL U.S. Patent No. 5,494,1 14. SIDEWALL See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C). \S Water Working Pressure Rating - 175 psi (1207 kPa). Factory tested hydrostaticaily to 500 psi (3448 kPa). . 4.~~ Maximum low temperature glass bulb rating is -67°F (-55°C). Frame - bronze Deflector - brass Screw - brass QUICK RESPONSE Bulb seat - engineered plastic O-ring - silicone elastomer yORiZONTAL SIDEWALL Bulb - glass with glycerin solution, 3mm size. SPRINKLER TEMPERATURE RATING/CLASSIFICATInN ana cn)~nu rnnInrG ~ CLASSIFICATION AVAILABLESPRINKLER BULB N.F.P.A.MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY 135°F/I55°F 57°C/68'C ORANGE/RED 100'F 380C INTERMEDIATE 175°F/200°F 79°0/93°C YELLOW/GREEN ISO'F 66°C HIGH 286°F 141°C BLUE 225°F 107'C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 ArRIL 1998 517-846-4583 • FAX 517-846-9231 A-6N BULLETIN JN-QUICK RESPONSE, REV. #3 QUICh' RESPONSE A JTOMATIC SPRINKLERS MOI3EL TN B ULB SPRAY SERIES UPRIGHT • PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS ORIFICE SIZE NOMINAL "K" FACTOR THREAD SIZE *LENGTH FINISHES 3/8" (10 mm) 2.8 (39 metric) I/2" NPT ~2 I/4" (5.7 cm) Factory Bronze 7116" (12.5 mm) 42 (59 mecric) I/2" NPT *k2 I/4" (5.7 cm) ~Satin Chrome " Brieh[ Chrome I/2 (IS mm) 5.6 (80 mecric) I/2" NPT 2 1/4" (5.7 cm) Whice Polyescer+ 17/32" (20 mm) 7.8 (111 metric) I/2" NPT *F2 I/4" (5.7 cm) Black Polyescer+ 17/32" (20 mm) 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) ~Lead Coated Ivv i c nc i nn. wrvvercvvrv~ nnc nrrnvninAi e. • HORIZONTAL SIDEVJALL 15 2 9/16". ° EXCLUDING PINTLE. FINISHES AVAIL48LE ON SPECIAL ORDER. + AVAILABLE AS U.L. AND C-U.L. LISTED GORROSION APPROYALS RESISTANT WHEN SPECIFIED ON ORDER. STYLE ORIFICE 135°F I55°F 175°F 200°F 286°F U L CANADIAN F M L P C N.Y.C.-D.O.B. SIZE 57°C 68°C 79°C 93°C 141°C . . U.L. . . . . . MEA 101•92-E 3/8" X X X X X X X X 7/16" X X X X X X X X UPRIGHT I/2" X X X X X X X X X X 17/32"* X X X X X X X X X 17/32" X X X X X X X X X X 3/8" X X X X X X X X 71I 6" X X X X X X X X PENDENT I/2" X X X X X X X X X X 17/32"x X X X X X X X X X 17/32" X X X X X X X X X X 3/8" $ X X X X X X X X VERTICAL SIDEWALL t 7/16" X X X X X X X X I/2" X X X X X X X X X 3/8" X X X X X X X X HORIZONTAL SIDEWqLL § 7/16" X X X X X X X X I/2" ` X X X X X X X X X CONVENTIONAL I/2" X X X X X X X X X (OLD STYLE) 17/32" X X X X X X X X X I HORIZONTAL SIDEWALL U.L. AND C-U.L. LISTED FOR DEFLECTOR4" TO 12" eELOW THE CEILING. ORDERING INFORItiIATION i VERTICAL SIDEWALL SPRINKLER U.L AlJD C.U.L. LISTED FOR LIGHT HAZARD ONLY. $ 3/8" VERTICAL SIOEWALL U.L. AND C.U.L. LISTED FOR UPRIGHT INSTALL4TION ONLY. SPECIPY - 17132"x ia°n;PT. Quancicy Model Number Sryle ~'iLOBEc PRODUCT WARRA?1'TY Orifice Thread Sizes Temperacure . Finishes desired - Quancity - Model f N Wrenchei - P/N 325390 ( IR"); P/N 312366-(L.O.) ~3➢`-~ a,;a LOBE ':'3 FIRE SPRINKLER CORPORAT/ON APRIL 1998 Globe agrees to repair or replace any of ics own manufac- tured produca found m be defeaive in macerial or workman- ship for a period of one year from dace of shipment. For specifc decails of our warrancy please refer to Price Lisc Terms and{ondicions of Sale (Our Price Lisc). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 517-846-4583 FAX 517-846-9231 I-800-248-0278 www.globesprinkler.com PRINTED U.S.A. BULLETIN JN-QUICK RESPONSE, REV. #3 ~~~~~~ABI~E L~~~~~AL~ ~~~~~~~~~ER PIPE The Most Technologically Advanced Type of Sprinkler Pipe. ~ ..n CO ~ O ~r y~j~4 . > ~J 2 '-•L~~ ~ . ~ t e $3.i' . ~ S9 y ~ £ ~S ~ e;. h -4~ \ SP ~P fyi~J , m~ `3 C7 •JKF ! \ ~ t > ~ ~ Q r FJ ~ ~ro 4 \ } v ~ ~ Allied XL Pipe is a time tested ihreadable light wall sprinkler pipe manufactured in 3:" through 3" sizes an0 engineered to provide [he best in law cost sprinkler protzctioa Allied XL pipe is suitahl= tor use in accordance with NFPA 13,130 xnd 13R, and it can be uszd either lhrezCed or unthreaCed in wel. E: y. preaction or deluge syslems hzving working pressures of 300 P.S.I. or less. - _ __`.W_...._ Allied XL Pipe offers superior features to conventional Schedule 40 Physical features and Cost and charecteristics: time savinqs: • Superior hyCraulics • Us=_d w3h s:=n0ard • Low_r sprinkler • No special processes • GalvanizeC ex;=rior couplings ECngs znd systzm costs or thread seafants • Grea!=_r yie!d strength valves • Freight savings required br ins[alla[ion • High lansile strength • Racomrnn_ad paint • Reduced inventory • S[andard N.P.T. • Exczptionz!ly hic,h fiNSnzs ca-, Da costs threading equipment burs, s;rencm appila:: to AiI.zd XL • Reduced wa5e • Light wei9ht PiGz Aliied XL Pipe successfully met or exceeded all the U.L. requirements and was the firsfVprirtkler pipe ' to receive unrestricted Underwriters Labora- tories. Inc. listing for approved fire systems having working pres- sures of 300 P.S.I. or less. Tests performed by Underwriters Lab Flexural test: Simulating loading of typical pipe and hanger instailations. One inch and larger sizes were tested simulating sprinkler branch lines described in NFPA 13. Hydrostatic leakage & assembly test: Leakage and hydrostatic tests on both contractor threaded pipe and U.L. threaded pipe, gauged and found to conform with ANSI/ASME 6120.1-1983. Fire test: Simulating wet, deluge and dry pipe fire exposures. Burst test: Hydrostatic burst tests on threaded and unthreaded pipe. Vibretion test: Exposure of Allied XL Pipe to vibration in order to simulate seismic conditions. Test performed by Factory Mutual* Allied XL Pipe per ASTM A135 evaluations: • Chemical analysis • Tensile strength = Flattenability • Hydrosiatic performance Quality of welded seams • Variations in weight or dimensions • Workmanship • Finish • Marking - Joint evaluation tests: • Threaded per manufac- turer's recommendation • Threaded per observed fietd practices (Both "drop-head" and "adjustable") • Butt welds • Flexible pipe couplings on roll-groove-ended pipe • Plain-end fittings (Locking set-screw engaging pipe to a predetermined dimension) • Plain-end fittings (Locking set-screw engaging pipe to a predetermined torque value) Hydrostatic tests per ASTM A735 on: Threaded assemblies Welded assemblies Hydrostatic tests performed at 4 times the pressure ratings: • Plain-end fittings • Roll-groove fittings Bending moment tests: • Samples were internally pressurized to their rated working pressure Vibration tests: • Threaded joints • Plain-end fittings (Locking sei-screws engaging pipe to a pre- determined dimension) . • Plain-end fittings (Locking set-screws engaging pipe to a predetermined torque value) Cycling pressure tests: • Three similar assemblies were cycie pressure tested 20,000 times from 0-725 P.S.I. Thread strength tests: • Allied XL Pipe behaves similarly to ASTM A53 material • Allied XL Pipe has a much higher yield strength than Schedule 40 of greater wall thickness • Threads are easily cut on Allied XL Pipe No leaking, loosening, weakening or other evidence of failure was detected in any of the above testing proce- dures. Tested against conventionai SK40 product Comparative tests summary - Allied XL Pipe vs. Schedule 40 Construction and instal- lation: U.L. stated Allied XL Pipe is suitable for fabrication of sprinkler systems. Materials: Allied XL Pipe has mechanical strength properties equivalent to or greater than required for Schedule 40. Flexurai: Allied XL Pipe passed Schedule 40 flexure test requirements without leakage. Hydrostatic: Assembled Allied XL Pipe, threaded in accordance with ANSI/ASME 8720.1-1983 can withstand internal pressure without leaks in the same manner as Schedule 40. Vibretion: Allied XL Pipe did not leak at or below 600 P.S.I., twice its normal working pres- sure, and did not exhibit any signs of weakness, deteriora- tion or wear at the threads. Fire resistance: The me- chanical and bending strength of Allied XL Pipe provides equivalent resistance to the stresses imposed by fire. Burst test: Allied XL Pipe tested to 9,000 P.S.I. Corrosion resistance: Based on the examination of Sched- ule 40 pipe specimens, the Battelle Columbus Laboratories has estimated that Allied XL Pipe would last up lo and exceeding 100 years in most automatic sprinkler systems. It is expected that particularly corrosive condi- tions will result in a shorter service life, as it will for Schedule 40". 'Factory Mutual Approved for wet sprinkler systems in 7' ihru 3'sizes. "Oztails availahie in February 27, 7984 report by Underwriters Laboratories Inc. UlC - Details available in January 10, 1990 report by Underwriters Laboratories of Canada. ULC approved for wet systems in threaded applicaliort ULC approved for wet-dry-preaction and deluge systems in unthreaded appiication. Specifica[ions, descriptions, services and illustrative material herein are accurate as known at time oi publicalion and are subject to change without notice. Allied TUBE & CONDUIT 16100 South Lathrop Avenue Harvey, illinois 60426 (312) 339-1610 1-800-8ALLIED '1A ~ A GIIRRCL COMGqNY 15M 5191SP PftINTED IN U.S.A. SALES OFFICES AND WAREHOUSES United States PPI2ttON 9 ~-]i]tWenLmmuP6-I603I]~3i+15 CALIFOPNIq 'c', Ca,cn 33C30-NS Ga:h WaY-I6i91'~+].~~ F' xn3H]1 _pn 5u,pp.xnaw-I]1V ]:]n166 xayway3uivi-1959YC-.eKly-l SI~61~~ 63o~ Sac~a~en:a 9idnaP.Wtl BM- I COIORAOO 3[30t - Z]5 G.r.ttnp Si - p W I s2171.1 FLOflIDA 1+TOa ]]E .9 - I++0 Mavara BM - 'BI], .1711 GEORGIA • . C:0]-YSNCN'M. Or.NVl- 1a.I5L.630~ HAWAII 'L4N015 Y3e9 - ltl Maovnacwa Srce~ - IN91319.E193 - 15-15iN.FumXL9M5t-ITt:2"n5M ~NZIANA . ` ud2i- %:SEUt ]]rp 3 -I]t]19e5.3a3a LOUSIS AN} ~ n -]oc .e•ns.-n . nF. S.u inm - i5f.+l v7.c+a: MiflYLAND C...ea SUS -9tas Sm.<en a.e: ltry-I:CI:O' MA551CXUSEfTS c,.r:. mz, - ao s.,.m1 aa _ ~sun axs=a:a MICNIGAY nw,o.a =c _ zas: aitna .rc-ea o. _ 0131 nz.:em MiN.c'SOLA , 1w1 -Tr.+xz~a-;e1aae..,-nl MISSOUPI „,rc:uisSli:O-~6~SSa.PN+SYrqn~ry-I.TaI t.a9E5 anss5Cry5~~td-19]Owaz-18m")a-0!N NE'N JEASEY Mebo NYC Arta) L- . i- iT -93°.+avr&oatPo.-IM11696.[fiW Nnx e~nK ml- - I's 'in-yryM.-Ih6,uiL0 NOi1TX CAIiOIINA cn,,o=. zxzce -„3:a-rau:s.+.v owo Ca5117 -1035 LaPa+ W.-1591 NE 0+~0 C-anC++•G -Geu.ab'2aN%m SI-13'.81-0-]:i ORIAXOMA 11. - at:D'x~e` : LT 5+9 }~a. - 191BI S]I.dMi OREGON,~ ara 3T ~-.ev ixn /.w -1Na1 L'}:lOt VENNSYLV4HIA 9e-.u.+:Y.n-IVri iaev¢-Ih51zx.Cw acv`.^'i:]p -Oti aiKrma.- Vur maw TENNE55'c_° ua-: n. s.e ' 3-]'.5 ~vmtt+'aM Si -:SGtI a53J~ W •.::t]'Z C-']'7~n.. -16t512u.ua] TES}5 rvny ~<y. _ 2v+3 5a:>..cnYm~G:~~ -6~a. aYy:a _ - ';C ._,s..e.. x-fI"i;5.mn VIPGiNIi h.v215C+ IrAia~ reIBG163a.dM0 Ei:'' - V"as-~ mn~ Pa -~nlZ.ewo WASXINGTON v.e "az' 3.25u ~Y:i Si.-YdI35~A5d5 1:r9~'^ "-=2-9~: bK~v-IKdI a35-ai.u WNSiONH:y Canada ALBEflTA GSa~/ RC ~%B-59~0 kn S, SE 4ry Vd1315~YY E[mcnnn T5G b15 -1typ ! rtx SL - HNy a51 ~ 3d+r uz-mce..M,, _nu, n.aa, Ins - m varto o.. _ Isozi ue.>rn -'le&t Jean iaiu A..'Aka - ISUi Yt.t S n Grinnell' sLmrct's.ai.ES co.++rXV. . . ieCnlcal5uocor[MakefngoezlS^Sxvicez t]<: ElcwoU Avenue Cransron.Fi 02910 pOq 9+bBCUO Gnnnen Coroaplion. E.ecmiv? Crckes 3 Ty:o Park Eveier.NnOJOdJ-160]1>]9-9200 Dyna. Flow High Strength Steel Pipe The original hiQli-strength li-httiti 111 sprinkler pipe icith liyclraulics superior to Sch-10. Auiericau "TuLe fi Pipe Couipauy`. Dpna-Floir' is tLe "oc•iginnl" ctren_tli liglit~.nll ;prinl:lcr pipc. In additiun to haciug outstnudin^ Lcdraulics, Dy,ia-Flow jiipc is eco- iwmicnl nnd casp to cut, fnbricntc and in_t:tll. Acnilablc tlroucL di;- triLutors nationwidc, llrun-}'lox i: recognizcd ns dic mo_t iioptdar altcruatc to cmiccution,il $cli-10 pipe. Americnu-madc quality nnd ~ Itigh pcrforumncc cnginccring makc Dynn-Flow n valunLle nddiliaiNIN lo nnc fire pirotr.ction systcui, V'ith nn inside dinmeter oCup to 117, Inrgzr than Scli-40 and up to 747r lar;rr ch;m Sch-10. Dcnn-Flow yipt's hydrauGc_ ure excey[ional. Larger I.D.; enablz Dvna-Flow, and dir rclatrd componrnL;, tu Le dutrn-sized I.ithin thc sc:tem. dnms increasing the poteutial for joL cost sncing=. The chart aLn. r euripares dle I.D.s of Uvna-FL,"- xidi pipt =clleilidee. For eompltR. Il.izrn-Willi:un, rhart.;. n-fer to `'Lcu:i-I'lo~r l7.drauli, llata ?ahlt;.'" . Dcna-Plow pipr romLinrs tlie effirirnec uCadcnnttd IiNdraulic j,rrformancc %.i[h thr vulur of loms-[crm dur;iLilitc. Lifr rXpc,taucc. drfincd Lc L ndtrrcriter= Lubnretnrir< amm :l Cnrro=inn IirSizhutrv liati-, i CFH1. i; rrlativr to [he strtn_IL of t6e %,eal:r:[ point of tlie pipe, t~l~i~•all~ af [6ejoinL:VI Il:rcarlril qcli-40 pipr joint- hale CRft of 1.00..-111 <izra (1" of Dcnu-Flu;. 6ace CRR cufurs of 1.00 or erratcr. tLrrofonnffrring grea[er life expecCVneN. (Ser chart aboN e). I\SIDE DIA`IETBR LiL C.R.R.P. D7'\a-PL0W D]'\9- SCH. SCH. Dli~.a- SCH. PCS/ NPS O.D. FLOW 10 40 FLOR" 40 R"f/I'T LiF"1' 1" I 1.315 1.197 I lA-}9 2.41 1.00 I.7J1 91 ~ 1-1/-}" I 1,0 1.S~F? l.d-}p I 1.350 1.55 ~1.00 I 1.OOS (1 1-1/2" 1.900 ~ 1.75•2 1.659 1.610 '2.4-! I1.00 1.40-1 67 i I 3.3:~ ~ 2,22- I 2.15~ 3.067 1.9~ ~ 1.00 ~ 1.769 I 37 ~ 2-112" Y.S;5 ~ ?.i31 2.635 ~ 2.469 1.Od ~ 1.00 ~ 2.357 ~ 19 i 3" 1 3.500 3.340 3.260 ~ 3.069 1?9 I 1.00 3.263 I 19 j 4" ~ 4.500 ~ 4.323 I 4.260 ~ 4.026 ~ 1.00 I 1.00 :1.32; I 19 ; 6" I 6.625 6.403 (,.3i7 1 6.0 6 S .7 3 1.00 7.71=4 11 1 0 ; ula:cd ~ mnx Jteud.ird CL CHR (ormul.. CL Fir. Pr~ect'an Fquipni,n: D ic,tni Y. Ca:tznn \l'LS. llyna-Flow pipe i; mnnufacturrd tu meer..1ST:1I,1 79a Type E. Grade A nnd it iu romplianr.c N.itli \FP_-1-13 nnd \'FP:\-I4.:111 sizr; of liy na-FtuN, nrt ratrd at 300 p?i t:url:in g preaaure. llcna-FloN, i: ra[ed at 175 p=i b%- F\I. Ucna-Fln}r i= l L Li=t?d, F1I :lpproved and LLC Li_ttd. L;;'~; U~C Listed Approv=d Listed Dyna-Flow i:t L'L / L LC I_i_ ted (or u:e "ith troll ¢rooced. plain-emle1l ruuplin_:. and N.chlyd join[s fnr %ret, dre prr:iction nnd drlu -r _cstrm:. It i< F.II :1ppruced Fur roll grrio%cd. plain-end"d., nd ~.cf~le~l jniuL- For Nnet:y=tem=. PrFrr In apprupriate doiumrn[atiou G:~r up-In-da[r li=tin_ nnd approo.il infonniation. Dcna-FloN: cun Lr `hobdip- ,,al':inizrd tn mrrt I'V> rcquircmrnt%; f.,r dre :.s[ent=. F] Lighn.eiglit and ensp to instnll, re;u(ting in more elFiciznt use of yotr Ireigh[ nncllaLor dollars. f7 Yrocide=etnbility needrd cn eomplc widi stqndarl lianger apacing (15 1'[. O.C.) per SFF:\. r7 .acailabl? in stand: rd lzn^di= for }~nur couceniencr. or can~Le ordereJ in cu_tom length: upon approcnl. D Fas[ cutting nnd wclding. a~ N.ell a= e;uc Ivll!•roucin, ant,l end prep,r,cion. `~I' Acnilablr in factorc roll groovr[I (orm for rpuicl:er ehop [urnarowiil. ri Cfran. duraLlr mill cunting procidrs Inn.rr ..tLrlf li(c~ " and art< a; nn ecrrllent prim'r for cu,tum paint ayplic.itions. r~,~. . ..i I: . . . s,. . . .1 „at~., . -i.~. . ~,:....~..,.~..1,.,. t~....;, 2525 ML27th P:;a. tOtE.Eroa.:v-y Or'c^,a, Sarv:ce ~ Fh.o?nix,AZ850G? Kokomo,l`i4d401 1-E70-877-8323 ~ . 1-502-272-6606 - - - FAX E02469-1324 AMERICAN TIIBE & PIPE' ;.wm 69, _JV) Paddico° % aaFrov,_d Ductile Iron Threaded Fittings . Paddico Ducfile Iron Threaded Fiffings are 100% air-fesfed in a wafer soluble orl solution. Ductile Iron Hex Reducer Model T-105 I Size !d Ylrench Size 4Yt. Lbs. Box Qty '~.XV, 15r, vi. .ao iso A 7x'L 1"/,s 1'/. .33 140 i ~ 7 x°/. V!. 1'/: .53 120 Ductile Iron Cross fAodel T-107 I Size I A I B ~ Lbs. I Qry t 1'/x 1'G .97 45 8 1Yr Pi. I 1'/. 7.59 25 I ~ r 1!' I 1101„ 115L, 1.89 20 ~ Tq f 2 2Y. ~ 2Y. _ 2.53 10 A Reducing 1Y.:t'/.:1s7 1"i~, 7.25 30 1'/, J 1.48 2. 2=2,1 ,1 1 z 1 111. 1 z.e< ~ ie Ductile Iron Straight Coupling f.iOdzl T-109 ~ Size I A I~'iSeZe'~ Lhts. Q;y i~v„ L 1 aa ~io ~ i'/. z z .5< ~ 75 ~ i'/x ^e'/~s G°I. I .Jt I 60 q ~ 2 2'i, 2'/. I t.55 3J i 27: I 3 3';, 1 2.2~ ~ 15 Ductile Iron Cap i ' . htod_I T-109 . Size ~ A ~ I Y/t. Lbs. Box My I 1 I 1';~~ I .33 I 1?^. i .5: I 710 I J 7'!: I 12;' I .5S I EO ~ 2 I 1'/: I .SS I SS Ductile Iron Hex Bushina Model T-110 I Size I A I Lb~s. Qty I i'h I ~~4 .22 I 200 7 ' 1'Ls J8 Z&O ~ 1 /.:1 1?a, .31 150 ~ I 1'hs 1 1'L .53 700 . • LA 7'/:: t'/, .35 700 2:1 1'! .75 80 2 x 111, .69 gp 2 m 1'G YL ~ .62 SO Specification & Data Dimensions: ANSI B16.3 Threzd: ANSI B 2.1 NPT PAa;erial: Ductil2 Iron ASTP,4 A536 PAax. Workino Pressure: 300 psi Aoprovals: UL, ULC, FM. Wrench: ' St2nd=_rd Pipe 1,Nrench Installation App!y Tefion tape cr Te`on p;p> joint compouno on t:~= eip= tnreads and tich`en tv;o to tnree tums beyond hand tight. Note Pzddico Ductile Iron Thread=d Fittings provide more sfrength and corrc;ion resistant than stzndard cast Iron f;ttinas. Padd:co ducfi!a iron fittings will al;o not crack like casi iron fi6nas. Ductil? I(O!1 fi:ines are lighter tnan c=_;t iron, mz:<ina tn.m ea>i=r to handle 2nd ins!all. Caution: Installers v+ho have not used ductile iron fittings be`ore should be instructed that the firing have a higher tensile strengtn thzn steel pip=. There`ore, ovar -tightenino th=_ fitting mzy damzge the pipz threzd 2nd czus= Izaks. 7here shouid be zbout one-half 2 turn diI izrence behv2en czst Iron (depend on the thrzd of cast iron fittings) ductile iron firings. kpply leflon tzpe or Teflon pipejoint compound on the pipe thread and tighten tvto to three turns beyond hand tight. No more than three and half tums! - --r~i- PaddicoV ~ u~ Approv=d Dacti4e iron 7°hre~~~d Fiftings Paddico Ductile Iron Threaded Fittinys are 100% air-lesfed in a wafer soluble oil so/ution. Ductile Iron 90 Deg. Elbbw Model T•101 Sizz A I Vlt. Box Lbs. Qty 11/, ~ .24 240 Ai 1'/:c .40 120 .64 70 7'/• 1'/• .95 40 7'/: 7.24 30 2 2'/. 1.74 20 2'1: 2"7-, 328 1 10 Ductile (ron Reducinc! 90 Dea. Elhmv Ductile Iron Hex Reducer 61ede: 7-1 05 Eox i Siza f Lbs. k . `r: I ~ L t z t"l~:~ 1~ 3d ~ 1<0 I 1 x°;, I t~;. I t 7: I :53 I 120 I •-'uVLI1C I/VI14J Ueg. tIUOW Modei T-103 Siz A ~ 4'!t. I Eax Lb;. p;y ~ h / .22 2_5 J + 'i. 1 ~ .33 ~ 150 ~ 73 A 3S .2 1.55 ic 2.70 12 Ductile Iron Stra;aht Tee biod=_IT-'IC4 Sizz i A ~ I 17;. I LtIS. Ecx ~ ! I is v;, 2= ~ a I e ~ 2 ~ 27. I 2."3I -1= - i: 2:, ~ 4.55 F E Ductile Iron Reducing Tee ~ -y-~ Approved ProduCts for Fire ProteCtion .Nping Systems ~ N6/ictaulic An Iso 9001 certified company VictauliO products aze Underwriter's Laboratory Listed antiforFactory Mutual System Approved foi the secvices and pres- sure ratings shown for use in public and private water- works and fire protection gygtc....c (au:0=:e3iIC Sp'1'r, k1er, open sprinkler and standpipe) and connections to such systecns when installedin accordance with the standard practice covecing the installation of couplings of this kind. The following charts weie -•--re'oned from the latest . . ~i.=.C3 available at the time of pub- lication. Listings are sub- ject to changes and ' additions by the approval bodies. It is suggested that these charts be used for quick reference and that cuccent copies of specific LP ec FT\R approvals be wn- sulted for verification. Products are iTL Listed and FM r',pproved with stan- daLd Grade "E" (EPDM) gceen coloi code gasket. FireLock pcoducts aze UL Listed/FM Approved with Grade "E" Type "A" violet color code gasket. Giade "L" (silicone) oiange gasket is available for selected pLOducts and is UL Listed and FM Approved. Grade "L" (silicone) gaskets aze iecommended for FIT& pcoducts for fiLe protection dry systems, with all cou- pi;ngs in systems ope*a;- ing below 0°F. Grade "T" (nitrffe) orange color code gasket is also availab:e and is LJL Listed. Style 31 cou- plings are supplied with Grade "M" FlushSeV gas- kets and Style 341 Vic- Flange' adapters are sup- plied with Grade "M" gas- kets. Reference should aluvays be made to the ]atest Victaulic Gasket Selection Guide for specific gasket service rec- ommendations and for a listing of services which are not recommended. NOTE: Tiis publication is for submittal purposes zntl inclutles lis:ings ot pmC- uc's br fira cretece:^.n =_==i,c?;. ACd;[ Gn- _c:e rc.::.9 zppiicaCOn. insallaticn, assambly and othar tlata. Contact Vic[aulic for specific recommentlations 2ntl oNer irformauon. UL FM UL Listed Working Pressure • PSI FM Rated Working Pressure- PSI Section Pipe Size Standard Weight Lt. Wall Pipe Size Standard Weight Lt. Wall Victaulic . ';a-y-: Cut Roli R;:!i Range Cut Roll Roii Product/Styie Reterence Inches Grvd. Grvd. Grvd. No[es } Inches Grvtl. Grvd. Grvd. Notes t FIRELOCKS 10 .01-1n Style 005 Rigid FireLockD1 . . Coupling 0 10.02 1Y.-.8 175 775 175 ~.~.VO, .D 6 A,Y, . 1yt, -8' 175 175 175 @,C,F,O,= FireLock Fittings 10.03 2-8 175 175 ' . 1.c +7= 175 775 F Style 073 I FireLOCk u 10.12 2YzX~/+ 175 175 175 @.D,Z.7 Th 175 175 175 @,F,Z,7 Style 006 FireLockT" End Caps 10.04 1 1A -8 175 175 175 71A -8' 175 175 175 t Rz`ar m nc[es cn pyge 5. Ta51e conlinu=C en pege 3. 1 ^ 1, 10.01 - 2 ~ l UL Listed Working Pressure - PSI FM Ratetl Working Pressure • PSI Standard Standard Wei9ht PiPe Wei ht 9 Lt. Sectioq Pipe Size Lt. ~Vall Size Wail . Victaulic No. Range Cut Roll Roll Range Cut Roil Roli ProducVStyle Ref. Inches Grvd. Grvd. Grvd. Notes t Inches Grvd. Grvd. Grvd. Notes t FIRELOCK" 10.01.IA S[yle 744 FireLock VirFlange Adapter 10.04 2-8 775 775 175 2-8 775 175 175 COUPLINGS AND FITTINGS FOR GROOVED END PIPEioai¢a / Style 07 RigidCOUpling 7-A 500 SCO 500 x,O,D,A,J,K,V,Y,@,6 ~ 6 02 5-6 8 500 450 500 450 400 400 D,A.1.K D,A,;". 11k-4' 5-6 S00 500 500 500 500 <00 @,GF,O,x F,1 . 10-12 400 400 350 D,A,J 8 450 450 SC : F,I 14 - 20 300 300 - D 10 - 12 400 400 350 F,I 24 250 250 - D - ~77 Flexible Coupling 6 04 3/,-12 1-12 500 - 500 - - 450 D,J,K x.O,D,A,P,V,W,Y,@,6 1- 72' 500 500 450 ~,F,I,O,C, x . 14 - 20 300 300 - D ~4 300 300 - 24 250 250 - p F Style 75 Flexible Coupling " w - 6.05 1'h-4 5-8 500 450 500 450 500 300 r,O,D,A.J,K,P,V,Y,~J,6 D A P 2-8'- 1 Yz - 4 500 - - SCO - 500 ~,QF,O,~ F , , 5-8 - 300 300 F,I ~ I Groovad . . _ . . Fi;: V 7.02 3/ - 12 ~y _ 2C 500 300 500 300 500 - D,J,K D 3/4 -12' 500 500 500 F No: 10 OR Drain Elbow ' 10.05 2%z - 6 500 500 500 D [ 7:0 500 500 F No. 66 Vic'-End End of Run. Sprinkler Outlet t0.13 2 X Ya. 1 =',zX'rz. i 115 175 175 175 175 175 ` } Ra:zr;c no[es on pag= 5. Table continuetl on pzye 4. 10.01 - 3 ~ UL Listed Working Pressure - PSI FM Rated Working Pressure • PSI - Section Pipe Size Standard Weight Lt Wall Pi e Size Standard Weight Victaulic L Produc'VSt91,1- ' No. Refererice Range - Inches Cut Grvd. . Roll Grvd. . Roli Grvd. Notest p Range Inches Cut Grvd. RoII Grvd. Lt. Wall Roll Grvd. Notes} COUPLINGS AND FITTINGS FOR GROOVED END PIPE Style 741 Vio-Flange' 6.06 2- 12 250 . 251 25n P. 112 25G 250 Style 743 Vic•Flange 0,- E~~~ 2>r1e SGC 5:;"v - 2%z-12 500 500 - Style 72 Outlet Coupling a fi.i'v X 1 4 X 1~h - 6 X 2 500 400 500 400 300 250 A A i Si X ie 4 X i1h - 6 X 2 400 400 SGO 200 H.F H,F Style 750 Reducing Coupling 6.08 2 X 1+h - 8 X 6 350 350 300 q,Y Z X 1%z - 3 X 2~h 4 X 2- 8 X 6 350 350 350 350 350 200 E.N,F E,N,F Styie HP-70 Rigid Coupiing ~ 6A2 2-8 10 -12 760 700 750 700 500 500 D,A.J,K D,A 2-8 10- 72 750 700 750 700 SCO 500 E,F E,F Style 791 Vic-Boltless" Flexihle Coupling 611 2-4 6 350 350 350 550 350 300 A,D ,"-„D 2-4 6 350 350 350 350 350 300 I,F 1,F B 350 350 250 A,D 8 350 350 250 1,F \ ~ i r.zr-ar ro r.otes on page 5. 10,01 -a ~ UL Listed Working Pressure - PSI FM1t Rated Working Pressure - PSI Section Pipe Size Standard Weight Lt Wali Pipe Size Standard Weight Lt Wall -UicWutic_ No. Range - Cu4~ - Roil . Roil Range Cut Roll . Roll ProducVStyle Reference Inches Grvd. Grvd. Grvd. Notes t Inches Grvd. Grvd. Grvd. Notes } Series 708-W Butterfly Valve g 10.06 211!1. 3, 4. 5. 6, 8. 10, 12 175 179 . i t;; 12 ' Z%:, 5. 4, 5. 6. 8, 10. 12 175 175 175 4 Series 727 FireBalls Valve IAM.I 'E'-• 70.07 2, 21/2, 3 300 300 300 2, 21/2, 3 3')n ?;O Series 717 & 717R FireLock*" 10.08 Z'k, 3, 4, 5, SYz, 6, 6%z, 8, 10, 12 250 250 250 G, B 4, 5, 6, 8, 10, 12 250 250 250 G, B Series 722 Bail Valve (Thd.) 10.11 1/2-2 175 175 N/A :z.3ii E00 E00 N/A oil ~ 1_ 2 500 500 N/A GROOVED END VALVES iomae d - VL Us:aC anC Fbi Approvetl a! 175 P51 on ScneCUle 5 piFe manutzeturvtl Cy Anericzn Tuca. Eall bloose Tuba, aotl bare?:IarC Tube CoWpIenies. S2nes Oi, i], 920 . z:.tl 321 are UL liscaC antl F,`d Appmvetl In 2h - a' sizes zt 300 FS;. S:y!a 75 3' siEa is UL Lis;etl at 300 PSI and Slyla 75 4'sin is UL Lis[=tl antl FM1I.4pprov=tl i: 30C PSL Sry!z COS is UL lisretl and Fbl Approv=d in t Y. - 4' 4zes ac 175 PSI on Ar..er- ican TuCx Dyna-Flow pipe. S:'r__.: C:'tlonr u=_a v:=_a:;.e.prco( cf'- =;or. F- L`i / or LC NIaII Pipe shaP Ce of the follo•.vir.g mirimum wa'A IY E- Fi re;ing of Saries ]1]R is basei on the rztir.g ol F:szr CF.aCR Kit v:t-, equip;etl !er [nls service. C-St.'=Ol,]a anC]]are FhlApprovedinsii=51-2'xt3G0?$I.$ryIeCGSisFM1IAporov_tl in 2'slzas at 175 PSi on Fnietl'XL'Gip?. D- U Lis:atl for Cry pipe rystams tlown ro-?^v'F wi;h s;antla:tl aasket (ViGavlir. ecomme^Cs f;ushSzal or sllicor,e gzskat with coucfrc Sry!xs 77 . Cl, COS]c 791 and HP-70). E- \!"^,im, schetlule pice to be IcineC: 3'+. o, sma!s-'Sen. iJ: J' or Iarg=_r,C . t c3' wzt. F,%! Apprpvetl for Cry pipe sysfans Cmor, [o -CO`F with s;antlzrtl aaskaL (Vic'aulic reccr- r..zsCS FlusnSaai or sifcone gxska! witn ccuoling Syle 07 , COS. 75. 791 anC HP-]0). G- Lis!aC:-pOrovatl fcr singl= cheCk enC x'!i :v2:er namm_r sen:cc: tor FarionL=' er v:clcal ir.stal:a!:on. H- L'.bYa!I Roll GrooveC Casetl on Sch. 10 piFe. I-Mic;.^um schaCule pFe to be jcJneC~ fi' cr smN:sr,'SZn. 10.8' or la:y=riO.tEd'v:a9. J- lL Ll=:=d tor CzCOn CICx:Ca Sys.a18 . lcm P z.s1_ I.:' " c:o, i„„nrn plc-; y C~wc's'raam of [he msster ve, ie orly: S,97. d 8. 5'7o. U4 5^i. 19z - 8S;F?4Q 2 Scn. 40 plce antl Staoda:C G: cw=tl Fi;tlnSs f~ - 6'. Y ,'_Ls'=tlfo:F,aa9"rx;stla;_[5/s.cs.Febn!3J'(U.G_:P) - ngs,s:_ _ :?Ep?Jfc..a:Ituiion P n_: "y c:?].. ..-c'S P': '.c1E'.,.__ 4 o:cd. 5<n.CJF?=anc5.=rd_aCraov ~ riirgsd:5. L - F- FcCCC[5 for use on ;IZit, entl piPe In accor.ance wic Vlc[eAc Spaciiicx:.cn; M1- Cc; Grcove. Scn. 49. 6' antl sma"er. Sc`'. 30. 8" anc lar^,, O- VL Lis!eC,FV.-.piZr7v_o n 21i xntl 3' r.zes cn Anerican Tube DynaFlow pi0e a:300 PSi for 9yks Ol. 7i a^.tl 175 PSI for Sryle GGS. P- 14.' SCpz 77 anC S;/Ia 75 in sizes 1'h - 6' ar_ Vl Usted for usx on B_rgxr InCUS;ties Sch. 5 Roll Grcavetl PiFZ.w oriing p:essurts' 1'/. -5' 300 FSI anC 6'-175 PSI. 5- For joininy- cast iron zntl Cuctile iron pipe enly. in u^C= ,:-:untl mains. T- Fs joirins Cvctile imr. pipe only. in undergmcrtl c.,... L--_;ICrocvicgroolsmcs,CxequlppeCOnlywrtFN:ctaulicrc:ISCxsignedfo: - ' psr Nba (color coC_tl ccpper). V- S.ry'e 75. 07, UL Lis;atl on AAietl'%L' pipe ir. si¢es 1- 3' xt 300 PSI. Syl= 005 UL Lis'=d e[ 175 PSI. Ni - S;y!e 17 l:L Listetl on CenWry Tube'L$' Fipe in siEas 1- 2 a1300 PSI Y- Sylz 0'. 73. in Sz=_s t- 2': SP/le 750 in 2 x P, 2 x P/z'sizas at 300 FSI antl Sryle 005 a; 175 PSi on bVZSte:n Tuba antl Contlui[ Cap.'SL' pipe. Z- UL lis:aC antl FA,I ApFroveC in siz=s 1.2' on Amx: ict^. Tce_ Dynz-Fov: pip- t: 175 FSI. 5^/'.'v 925 UL Us:etl ac^ r}.I AcFro'+'= en Ane^,czn Tcti Gyna-Fiow pi0e a! 175 FSI in sizes lv - 2h'. Sep¢ 073 Ul Lis;zC and F`.f Appmv=C en Arcer,can Tubx Dyna-FlOw pio: a[ 175 PSi in 2Fe'size, 1- 5!y1a CC5 ma[ric ecuivzlent sixes 3 O:D.. 411, . S/,. 5'h Et4. 644 tnd 8' PoA A?omv_tl [o iT PSI en s[antlartl anC IisM1f:rell Fipe. ($ec,^.ol_s I, F 2- S.yle T r,.evic equrva!ant sizes av.. 5'!,. 5'ri. fi O.D_ Eb:. zr.C 61R P^A AoProveC to 3C0 P51 rn s;_eCartl and iigne:v.C pipe. (5_a ncs l F) 3-e/ r L= . ,:30 e 5>:.5t ' F:ocr,,._CtctioFa; (o: _o.S;)os.ccaCartlh9.alp,s(Szrc,s lF) J- 5;/!e G' ce'rlc ecuDn_lane sizes 30.D.. 41/,. jb;. Sri. E`~1 znC'cb4' F0.1 Pporov?C ro R$ -5 en s='ca:C x,.C g .=_'.i Glpz. (Sxe naas i F) 5 e.: e.u 33 L.. e:. o%. o,i. 6Y, a-d Eii F',I ,er.,cact.,t15 a'on ..,,_:oa Clc C:oiae cra aECEntlCx?FbfA"rpwwC !oli5?_r,.(Se'_aczF) . 'o - VL LiS:=c c-d'nM AporoveC in slzes 1Y.-2' cr Cen;rxi 5pr.rk:er'Ti F:pe. i-.._ l!s..,.. a^.tl F.. ._,.....JSttl X: z'"_'XL'-u ..'C3:5.. 10.Q1- 5 UL Listed Working Pressure - PSI FM Rated Working Pressure - PSI Section Pipe Size Standard Weight Lt. Wail Pipe Size Standard Weight Lt Wall Victaulic Producd3ryle - No. Reference Range inches Cut Grvd. Roll Grvd.- Roll Grvd. Notes t Range Inohes Cut Grvd. Roil Grvd. . Roll Grvd. Notes t PRESSFIT'PFlODUCTS FOR SCHEDULE 5 STEEL PIPE 10.04.1r Sryle 505 Standard Coupling ~ 9 12.02 3/4-2 - - - @.D 3/4-2 - - - @ Style 506 Slip Coupling Ir ~ : 12A2 2 - - - @.D .'2 ' - - ~ ( Pressfit Fittings ss.: ~t 12A2 14„ p @.D a/.' p PRODUCTS FOR HOLE CUT PIPE 1001_5A Style 520 Mechanical-T° 3 X 1'k Ihru 3t h u Outlet 11.02 6 X 2'/z 400 400 400 R F / 400 400 400 I,F,x &SX2%z 6 X 3, 6 X 4 6X3, 6 X 4 11.02 &SX3 300 300 300 D , 8X3&8X4 300 300 250 1,F Style921 ----LL Mechanical-T I Outlet z 2 'r 11.02 thru 300 300 300 r D Z x 1/2 [hru 3 X 1 300 300 300 I,F,r 4 4X1 , 4 X%z thru 4 X 1 300 300 250 I,F Style 923 VioLet*" 4- 8 X Yz 3/+ . a . , 11.05 , lO & 12 X %z,3/+ 175 170 175 17~ 175 175 ~ Style 925 Snap-Let°N ~ ti t.;i tYS X Si 11.04 Ihru 175 175 175 D,~J.Z Evu 175 175 175 Cd.F.Z 2%z X 1 I 2'h X i } F2"r_: tp nofe5 on pc^ya S. 0 10.01 - 6 I Ul Listed Working Pressure • PSI Fhl Rated Working Pressure- PSI ction F ' Pipe Size Standard Weight Lt Wall Pi e Size Standard Weight `.`tiittaoiic ProducUStyle E~: R, ference Inches Qfic!1 Grvtl. Grvd. . RU! Grvd. p .^,ange Notes t Inches Grvd. Rli Grvd. Lt. Wail Grvd. Notes t I+HUWEO END ACCESSORIES TESTMASTER" ALARh1 TEST h10DULE Style 735 Fire Pump Test 4J5\1 hfeter 10.11 - - ' zk' "i,b 775 175 2'h - 12-5 500 500 500 Styie 718 - Thd. 10.10 11/. 300 300 N/A 1 Y< 30C 300 N/A Style719F17' 70.10 1'/a 175 175 175 II' 1 175 775 175 E. II' ~ i.,cm w uoiea un Veye o. 'RaFer ro FIT no[es on page 8. Victaulic Page No. Pipe Size Range UL Listed Working Pressure - PSI PraducVStyle Reference Inches Standard Weight(K,L)t Notes t PRODUCTS FOR GROOVED END COPPER TUBING Style 606 CopperCoupP - 22.02 21h - 8 175 U Style 647 Copper Flange 22.03 21/2- 6 175 U Copper Fittings 00 22.04 2~2-a 175 t rcazr ro nores on Pzge J. 10.01 - 7 UL Listed Working Pressure - PSI FM Rated Working Pressure • PS7 Section Pi e Size " P Standard Weight Lt Wall pi e Siz= Standard Weight l L Nl 4;c[auiic ProducUStyle tio. Ref. Range Inches Cut Grvd. Roli Grvd. . Roll Grvd. FIT Notes $ p }2arg: Inches Cu: , Fall Grvd. Grvd. t. a 1 Grvd. FIT Notes $ FITs PRODUCTS SMALL DIAMETER PLAIN END STEEL PIPE (SCHEDULE 70 • 40 CARBON STEEL PIPEI Styles 96, 961, - 960,963 1101 1-2 775 11-- 175 AA.. BB. CC, FF, HH, II, JJ 7-2 775 175 175 A-`' FF, HH, II Style 966 13.01 1, lY, 11h 175 175 775 AA, BB. CC. DD,FF,HH, II, JJ 7, 1'/a, 1'k 175 175 775 D FF, HHC II Style 969 13.01 1Y+X1X'h [hru 775 175 175 AA.BB,CC. DD, FF, HH, II, 1YX1XYz [hru 175 175 175 AA, BB, CC, 2X1~hXt JJ 2X1Y X1 DD,FF,HH,II r z Style 929 13 .07 3 X 1 Y+ thru 4X2 775 175 »5 DD, EE. FF, GG, HH, II 3 X 1 Ya thru 175 175 »5 DD, EE, FF, GG HH II SX2 , , Style 929 Cross 13.07 ' Zthru/ 2'/z X 111 175 175 775 . FF,GG, HH. 11 2 X1/, ~hru 175 175 ~~g FF,GG, r;1, I I 2 , 2Vz X 1%z . # Rz:=r to noNS below. $ FIT NOTES AF - U: LIS:eUFN Appmved For use or. Wheatlantl'NiL$' Type in accontlan<e wth Victaulic specitica'ions 62 - UL Lis;etl For use on Anerican "ELT' Type in acmrC>nce wi[h Vic[aulic sFecificzuors CC - UL Us:etliRul AppmveC For use on 1- 1%' qllieC'$F~ Type in accortlance with Victaulic specificetiocs 0D - UL Lis:atl For use en Allied'XL' Type in accorpance wiln Victaulic specifications - - ULLis;eCiFblApprovztl Porusaon3-6'Allietl'SF"TyF=inaccord,ncewi[nVictaulicsp_c•.ficz;icns FF - UL Lis;eC/FNl Approvetl For use on Mericzn "pF' Type in acccrCence vii;h Victaullc specifica:ions GG - UL Lis:stli Approvetl For use'on Westem'HF Typz in accortlance with Vlctaulic speu`ications NH - FIT pmtlut5 For use on plain entl picz in accOrCance wiLh Victaolic sFe<if;cztions iI - vic!aulic recommends option al G:xC='L's:liwne gaskeu lor Fire Frotzct:en tlry 57s:ams zntl at sys'ams cc=,a:in5 ba!ew G`F. JJ - UL Lis;=_CAM Ppproved For use on C=clrzl 5prrk'_r'TC TyG' ir acccrtlarre wi;n Victac[c spacii:ca;:ons. ` J F ~ 10.01 - 8 7) ~ ' UL Listed Working Pressure - PSI FM Rated Working Pressure- PSI SeMicn Pip_ Size StandardWeight Lt WaII P; Si anCard Weight Victaulic ProducVStyle No. Reterence Range Inches Cut Grvd. Roll Grvd. . Roll Grvd. . Notes t pe ze Range Inches Cut !Grvd. Roll Grvd. U. Wail Roll Grvtl. Notes t rvn unuvvtu tnu uul; IILE OR CAST IRON PIPE OF AWV✓A SIZES Style 37 Coupling _ 4- 14 16 250 175 N/A N!A N/A N/A S S 4- 12 74-16 250 775 . , N/A p;.~;, N/A S T Style 307 Coupling 23.03 3- 12 775 175 175 R 3- 12 175 175 175 R Style 347 Vic-Flange' Adapter 23.04 4- 72 775 N/A N/A S 4- 72 175 N/A N/A S Fittings ~ 23.05 4- 12 175 N/A N/A 4- 12 175 N/A N/A S FM Approved FM Approved Working Pressure Working Pressure Section Pipe Size Working Section Pipe Size N/orking Victaulic No, Range Pressure Victauiic No. Range . ~ ProducUStyle F._;. Inches Noten y ' Aio;es y ~ FroducVStyle Ref. Inches gNotes §PRODUCTS FOfi HDPE PIPE Style 994 Style 997 HDPE Flange Adapter HOPE-to-Steel Transition Coupling 19.04 4-8 A. B C 0 19.03 4-8 A, B C Style 995 Style 995-T HDPE Coupling HDPE-to-Steel Transition Coupling I ynce~w~wma uyayeiV. Coetac[ Victaulic For de,aiis. 10.01 - 9 BACKFLOW PREVENTION Characteristics Physical Properties Size of Mainline 2 1/2" 3, 4", 6" 8„ Max. Working Pressure SI (1200 KPa) Hydrostatic Test Press. 350 PSI (2400 KPa) Temperature Range 32° F to 1400 F (0° C to 60° C) End Connections Flanged ANSI 616.1 Class 125 Maferials Main Valve Body Coating Shut Off Valves Trim Elastomer Discs Spring Ductile iron Grade 65-45-12 Fusion epoxy coated internat and external AWWA C550-90 NRS resilient wedge gate valves AWWA C509 Bronze EPDM Stainless steel Model 850 Flow Curves ~ a 7 A /,l. - _I • N N ~ J L ~ ~ u 2 0~__ _ N a N N O J ~ ; A G 15 N a 10 ~ N 0 J 5 a ti ~ 2 __0 CiPIVi $1, 0 1000 2000 3000 4000 5000 GPkI DOUBLE CHECKASSEMBLY U.S. Patent No. 4,989,635 Application Non-Health Hazard Options ❑ ULlFM OSBY RW Gate Valves ❑ Wye - Strainer 4 3 0 LL w ioU [4V 320 400 GPM11 4" and 6" 4 Refer to Local Codzs MODEL 850 VERTICAL INSTALLATION ; n-v-gs MODEL 850 DOUBLE CHECKASSEMBLY 6" Minimum Model 850 Agency Compliance 2Yz" - 8" (Horizontal and Vertical Up) • Approved by the Foundation for Cross Connection Control and Hydraulic Research at Ihe University of Southern Califomia. • ASSE ( Std. 1015) • ANSI/AWWA (C510-89) • CAN/CSA (864.5) • FM Approved' • UL Listed' ~ Size Lass gates not FM approved. Less gates noI UL listed unless installed wilh UL listed gate valves. Dimensions and Weights NET NET A R •C n urr i.iec~ 2112" 403/4 251/2 12518 10114 199 203 3" 41 7/8 25 5/8 12 7/8 10 1/4 211 213 4" 46 1/4 28 14 3/8 10114 288 312 6" 56 343 /4 18 7/8 13 450 494 8" 65 41 3/4 23 1/2 15 5/8 711 - 773 'With NRS Gate Valves Note: Dimensions are nominal. Allowances must be made for normal manufacturing tolerances. Materials of Construction ITE\I ~ESC0.IPTION M1IAiERIALS ESCRIGTION .tUTeRIA~S ~ ~d'1 A53dGR65-a5d2 iwi3xanny %35Alio~CB]600 ~ Cover A3]6 GR 656542 lanse Gasket RobbxrlF aSric 2.1 ~ 0-Ring E~DM1IASiM02GC0 xanng5ocket Ace;alRasin ~ Y,Y CapScrew GlateC5txe1 exJamNV1 13-855 2J HesNUt Gla'd5etl asher ]0255 2a lpansionPin 42055 :ang=Nut ~Ia:xCSt==i 0 Seaf R~n9 BSda AIIOY 1 ange Nw ~~a:eE S~eel ].1 GasYel EP0I.IASih1D200p 1 over 35d1Al1oyCB~600 4 ~m BSL~AiloyC8J600 ] ~It ~Ia~xCSteei 4.1 ZvsXiny-Sw+ny 5n Pw;ai Rzsin Y 0¢ 7 vla:eE S:exl <.2 S~+ngPin 3G55 2 asixl E?~J.~~ASiSip20C0 5 RxtainfnyCli? J0255 O -Ring EPCAIASTh~D3CG0 5.1 Rera~nin5 Ciip 30P 55 J ack~Up Riny Aceai Rasin 6 Cneck Ois'a Ass~ ~ EP0.~! CcaIM GR, d5 O o~er 35Z~ A:ICy C3]6G0 Ouc;ile Ir~n wi~h qx d ll Valve ~ 35d= A:loy C3+=C0 3~ $S StPn 4 iF[IQ Crd55 ] LoaCPin 3G+5$ a ateValva(Oi3V) A'NVlAC509 8 ~v,r Spring Htmr 9iZ: AJOy Ce]d00 6 lxpeaC Fining 3jLS 0.'loy C9]6C~ 9 Spnng S:xn 30. 55 ¢ 1.1eaC FittinS A~~oy CBJdCO 9.1 Elastic5~a0JamNU: td-855 a asie; ->oni ur.u ozaco S 10 SpnnS A]t]Type6Jt55 a s~n ~ ?CAIASTUD?^_CO t0.] $OnngSn~m PJIJTYp'6J155 43 aiasnw 3JdTIluY250 1..J Spring 5.^.in Acx!af Resin (8" ONLY) 45.1 ' .Vas`x 336 TIIJY Y.J 11 S:r.ny GciG+ 6130 T:icy C22090 47 >:ui 358=?.:ICy C33cCC II U:rSFnngFetm 633<A9aYCL36GO 471 vst 358Sq,icYC3.5CC 12.1 3usning.5ua 5;=n Ac=•alRxsin ~ ,CKFLOW PREVENTION B Industries, Inc. P.O. Box 8070 • Fresno, CA 93747 • Fax: (209) 453-9030 • www.cmb-ind.com 850 7/97 SSO.PMo ..s. co,Y Fd.:e c~~t c,~,p I . Ri-ser- Manifold T~. • Commercial - a Floor Contwol • Residential - NFPA 13 Systems ° High Rises NFPA 13D/13R Systems by: Centrzl Product DDescription The Central Riser Manifold provides all of the accessory equipment for a riser in a single assembly. The availability of the Riser Manifold in different configurations allows cost- effective riser instell2tion in commercial (NFPA 13) systems, high rises requiring floor control assemblies, and residential systems (NFPA 13R/13D). The threaded ends of the 1" and 1'h' bodies and the grooved ends of the 2" through 6" bodies aliow for an easy transition to either check or control valves. i he exclusive and dedicated flovi switch designed for the manifolds has been tested and Listed for use in this specific configuration by Undenvriters Laboratories. The Manifold bodies are painted fire protection red. Lettering clearly identifies flow direction as well as the test and drain outlet, thus providing the required sign. The Model F202 inspectors' test valve and the Modei F101 trim valve are both U.L. Listed and make the best use of special thread combin2tions, eliminating the use of pipe nipples and the resulting potential for leakage. i Instaliation is simplified with one convenient take-out for the threaded versions as well as one take-out for ali grooved sizes, 2" through 6". 19446 The Riser PAanifold is approved for instaliation in either the hcrizontal or the vertical position. The optional relief valve assembly is available for the required locations such as NFPA 13 Section 3-1.2 which requires relief valves on gridded systems. Technical Data Models : 13 (commercial) 13D (residential) or 13D/13R (residentia!) Styles: Threaded or Grooved Sizes: 1", 1%z", 2", 2Y~", 3" 4" & 6" Approvals: U.L., U.L.C., 'M.E.A.(142-94-E) ' 1" Version is Not MEA Approved. Maximum Working Pressure: 175 psi Standard Finish: Fire Protection Red with White Lettering I.P.S. Cut Groove Specs.: AWWA C-606 Take-out Dimensions: See Figures Shipping Weight: See Figures Mfgr. Source: Domestic Optional Accessories: Pressure Relief Valve Kit, see page 5 i .1 11 1/2if 9 211 9 ~21/2ta ma9 ~ 1~1° Nlan1fO1d No. 28•1.0 Figure 7 1"'fhreaded Residential Trim - Model 73D Figure 1- Bill of Material 7" Threaded Residentiai Trim Detail No. Description No. I Req'd Part: 1 Manifold Body F x F 1 971-064-00 2 PottzrWate~lowSwitchnVSR-SF 7 244g 3 Gauge, Water 7 2343 4 '.S' 90' Street Eibow 1 611-800-24 5 x Closa Nipple 1 131-50-000 6 Ball Valve 7 51303 Approximate Trimmed Weight - 7.5 Ibs. Figure 2 1Y2" Threaded Residentiai Trim - Model 13D/13R ii . s,-. 12 ~Iufll I 1 _2 Male x Mzle Body Option Tes: ar.tl orain 07 Y ~ A 2 U_ -s sis„ i ~ R ^I \O~ I FLb' P/ ~ Aoproximate Trimmed Weight - 9.0 Ibs. The width of tne Riser PAanifoid is 2pproximately 3%z". 'Approximata thraad engagzm=n[. . ' 11 1!{ ~ . , EnC ol c;oe 2 Figure 3 1'/z" Threaded Commercial Trim - Model 13 w v (For optional pressure relie/ valve, see Figure 5) hlxle x Male Betly Option 15 1 I ' 'n va' ~ c "'t:Tea.~a.l:9ec " - 'Approximat= tnreatl engagement. •sie• Figure 2& 3- Bill of Material 71/2° Residentiai and CnmmAr,t.i aio,e, nn-:t,.t.a., Approximate Trimmed Weight - 11.5 Ibs. Detail I I No. Re d ; Part ~ Detail . ..w~ No R 'd No. Description Comm. 1 Res. I Number ~ No. I Description . Comm. eq I Res. ; Part Number 1 2 Manifold Body M x F Potter Wate~low Swi;ch rVSR -SF 7 1 g71-075-00 I 9 3- Wzy Valva I 1 0 51320 3 1" Ball Valve F70 1 1 0 1 1 I971-096-00 41304 i 10 x 2 " Nipple I ~ I 0 13b79-000 4 7"x Y:" x t" Reducing Tee 1 0 617-822-12 11 1"x'/n" x 1" California Tez 0 1 42000 5 7"Ins p.T e s t& D r a i n V a l v e F 202 1 0 977-079-00 ~12 P i p e P l u g 1 1 8010-72-00 6 Sight Glass M x F 7 0 2557 I 13 1 "x Close Nipple I 0 7 137-65-000 7 Water Pressurz Gau e 9 1 I 1 ~ 2343 74 1" 6zll Valv2 F701 1 0 971-082-00 8 w, Hiu9 7 ~ 0 ~ 876-12-000 i t5 ~AF Ciose Nipple MxIv1 I 7 i 1 131-65-003 Figure 4 2" Grooved Residential Trim - PJlodel 13D/13R (FOi optiona( pressure relie7 valve, ses Figure 5) I ;-4 112"~ r 6 1/4"--~ I_ ' O ~ 2 i o 9- 15 ~ ~Illlfi ~ O i G i , 4yl I . tr' . . _I. ~ i 2 1r4' . '2 7i8.. 'Approximzte threatl engagement. 2" Male x Groove Body Option FLO;^/ I ~'Entl ot pipe ro e~ntl ol plpa. I Approximat2 Trimmed Weight - 11.5 Ibs. 3 Figure S 2" 2Yz' , 3", 4" & 6" Grooved Commercial Trim - Model 13 (For optionaf pressure relie/ valve, see Figure 5) ~ C ' ! I " ~ I i i ~o '~,z ~m > o flii~fi F is va' ..73„ ° 3 O O O ~i ~ A ~ 4 I 32~ - FLW 7 '~~7 1 $/8„ I. D ' Appmximate thread engagement. ~ " 13' is the take-out tor all sizes Y.through 6'. Approximate Weights & Dimensions of Trimmed 2", 2Y:", 3", 4" & 6" Grooved Commercial Riser Manifold Size A B C D (Ibs.) 2" 14" 3/e" 13Yz" 5Yz" 14.0 2Yx" 14Yz" '/e" 143/s" 6Ya" 20.0 3" 14Yz" '/a" 15%z" 6%z" 23.0 4" iBYz" 4%a" 18%z" 8'/:" 39.0 6" 18'/," SYe" 20Yz" 93/" 55.0 Figure 4& 5- Bill of Material f;@SIdBntlal Bfid ~.'Ofl'1R1@fClel Riser Manifnlti /fnrranlarcmanf nnricl Detail No. I Description No. Req'd Part Number I Detail ~ No. Description No. Req'd Part Number 1 2" Manifold Body Groove x Gmove 7 971-077-07 6 Wat?r Gauge 1 2341 7 2h' Manifold Body Groove x Groove 7 977-077-02 7 W Plug 1 816-72-000 1 3" Mznifold Body Groove z Groove 1 977-077•03 $ 3-Way Globe Valve 7 41320 1 4" Pdznifoid Body Groove x Groove 1 971-077-04 9 Y." x 2" Nipple . 7 131-79-000 7 6" Mznifold Body Groove x Graove 1 971-077-05 10 1^ Piug 1 671-800-60 1a 2" Manifold Body Male x Groove 7 971-077-06 7" x%z" x 1' Tee 1 671-822•12 2 Pott_r WateAlow Switch kVSC 1 971-097-00 1'A" z%i x P/," Tee 1 611 •822-13 3 1' Bzll Valve (2" body) F701 1 971-082-00 2" x%z' x 2" Tee 1 617-822-14 3 11W Ball Valve (2h' & 3° body) F701 1 971-083-00 12 1/2" Pipe Plug 7 8010-72-00 3 2" Ball Valve (4" & 6' body) F107 7 977-084-00 13 1" x'fe' x 7' C2lifornia Tee 1 42000 4 1° Inspectors Test & Drzin (2" body) F20 1 977-079-00 14 7' x Close Nipple 7 731 •65-000 4 P/.' Inspectors Test & Dmin 1 977-080-00 15 7" B211 Vzlve F701 7 41304 (2i'1' & 3" baCY) F202 10 2" Pzddle 1 971-099-00 4 2"InspectorsTestBDrain 1 971-081-00 76 2%z"Paddle 7 977-086-00 (4' & 6' body) F202 16 3" Paddle t 971-700-00 5 7' Signt Glzss (2" body) 7 2567 16 4' Paddle 1 971-107-00 5 114' Sight Giass (2%2* & 3" body) 7 2568 'i6 6" Paddls 7 971-106-00 5 2' Sight Glass (4" & 6" body) 1 2569 4 • Figure 6 Optional Pressure Relief Valve Grooved Commercial Trim - Model 13 0 ~ 1 " D~p 0 ~ Optional Pressure Relief Valve Accessory Kit (This is nota U.L. Listed device.) Detail No. Part No. Description Req'd Number 1 90' Compression Fitting 2 198-068-02 2 '/z" Watts Pressure Relief Valve 1 198-066-00. 3 71" Reinforced Yz" Tubing 1 198-743-00~ 4 1 x'h" Reducing Bushing 1 611-800-49 Above kit czn be installed on ail sizes of grooved bodies. Valv2 is factory set at 175 psi (non-adjustabie). 1~7 l I Nomaliy Closed Note: If optional pressure relief is desired tor Figures 2 and 3, outl=t on riser must be provided. Figure 7 Potter Waterflow Switch Terminal Connections SWiiCH TERMNaL CONnECnoNs CLAMPING PLSTE i.Rl".INAL ~ O~SGC\~G Caution: An uninsulated saction of a singie conducter is nol permir=d to be locped xround the tertninai and szrves as twv separate connections.. The wire must be severetl ro serve ae Iwo sepa:z;= cennection;, thereby proviCing supervision cf tne connection in liie ev=,^.[ thz; Lhz v:'ve bacomes Cisiodgztl from Ihe tzrminal. Figure 8 Potter Waterfiow Switch Typical Electrical Connections LcuL e_u Ti.:.VS:ORY=R 0R ?A-cRY POWEftED C?EY CN P:A.RU ~ CLOSE ON -0 I ALAR.N - S!GSA! iKG DE/ICE . T:'RGL SlILC:: ACTiON C PEN Cv ~~t ,CLCS~ ON a~.=.u / , na3u s~.Le e / c;.,;s e (END CF UKE RESISTOR) CK'. (SEE NCTE) E6D 0i 0^_N CN CLCS_ 0~ LiN: A!ARN RES:SiCR SJPERV:cEJ l00? PRO.N C? -~tiON CL^ TO AJD'L C.~.N~OL AL4i FLiiN D:VIC75 PANEL 0' R= JR9 TO CCti'ROL i ~ - Note: For sup=rvised circuits, see'Svitch Terminai Connections" and caution not_ (aSove). The Motlel VSR-SF has two switches, one can be used to operata a central stalion, proprietary or remove siqnalling unit, while the other contact is used to operale a local audible or visual . annunciatoc Testing: The irequency ot testing tor the Motlel VSR-SF and its associated protective monitoring system should be in accordance wilh applicabie NFPA Standartls and/or the Authoriry Having Juristliction, but under no circumstances less Nan bimonthly. . 5 nstallation The Riser Manifoid is approved for installation in either the horizontal or the vertical position. Installation Seauence Step 1. Install the manifold body with the flow arrow pointing in the downstream position using threaded connections and/or Listed mechanical grooved couplings. Step 2. Connect the drain line. Ensure the Trim Valve is in the closed position and where appropriate, the I nspectors'Test Valve is in the "drain" position. Step 3. Place the system in service and secure alI supply valves open. NOTE: When instailing threaded bodies, use a non-hardening pipe joirit compound. Care & ]WIntenance The Riser Manifold and accessories ShOUIu b2 inspeciad 2s ou,fnzd in NFPA 25 to ensure reliable and trouble-free operation. The owner is responsible for the proper operating condition of a!I fire protection devices and accessories. The NFPA Standard 25 entitied, "7nspection, Testing and Maintenance of Water- Based Fire Protection Systems", contains guidelines and minimum maintenance requirements. Furthermore, the Authority Having Jurisdiction may have additional reguiations and requirements for maintenance, testing, and inspection that must be obeyed. OO 1996 Central Sprinkler Company Printed in U.S.A. Ordering tnformation When placing an order, indicate the full product name. Please specify the quantity, model, style, and size. Mechanical-grooved couplings must be ordered separateiy. Size Model Part Number 1" 13D, F x F 4067 1 Yz" 13, M x F 4055 1 Yi' 13, M x M 4056 1 Y2" 13D/13R M x F 4057 1 Yz° 13D/13R, M x M 4058 2" 13D/13R, G x G 4059 2" 13, G x G 4060 2" 131D/13R, M x G 4064 21/2" 13, G x G 4061 3" 13, G x G 4062 4" 13, G x G 4065 6" 13, G x G 4066 For Pressure Relief Accessory Kit Use Part Number 4063. CE! _TI"L Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362•0700 . FAX (275) 362-5385 Availability and Service: Central sprinkiers, v2lves, accessories, and other products are available'through- out the U.S., and Canada, and internation211y, through a network o( Central Sprinkier saies and distribu- tion centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Centrai Sprinkler Company wiil repair and/or replace any products found to be defective in material orv:orkmanshipwithin a period of one year from the date of shipment. Please refer to the current price list for further details of the warranty. Patents: Patents are pending. Conversion table: 1 inch = 25.4mm 1 foot = 0.3040M 1 pound = 0.4536kg 1 foot pound = 1.356Nm 1 p.s.i. = 6.895Kpa = 0.0689bar = 0.0703kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. 13&73D/R.5 ~~~te~~nce heCkVa''Ve Model 90 Grooved End Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale. P2nnsvivania 1 v r; i: Pro du c~ kler system through the fire depart- i ment connection without removing any equipment. Description The Maintenance Check Valve is specially designed to allow the maintenance procedure of backflushing through the fire department connection possible without removing any equipment. This is accomplishzd througn the special port that allows a piug to be removed and the special flushing tool to be inserted inside the vaive and lock the clapper in the open position. This aliows the water to flow in the reverse direction and out the fire department connection. The Model 90 Maintenance Check Valve is a compact, lighri+reight, swnnc-?vpe unit that 21!ov;s vvater flov; in one direction and prevents fiosv in the opposite direction. They are manufactured with a stainiess steel clapper assembly. A resiliznt elas- tomer seal facing on tne spring- loaded clapper ensures a leak-tight seal and non-sticking operation. The unit is designed to minimize water hammer caused by flow reversal. The Valve is manufactured witn grooved ends and is easily installed using Listed mechanical grooved couplings. They may be installed in either a horizontal flow or upward vertica: flow position. Applications: Model 90 Mainte- nance Ch2ck Valve is intended for use in privaie fire protection systems bete^ieen tnz riser and the fire depart- ment connection. The specific advantage is backflushing the sprin- Technical Data Model: MC 90 Style: Maintenance (Swing) Check (groove x groove) Size: 4" (10.2 cm) Approvals: U.L., F.M. Max. Working Pressure: 250 psi Factory Hydro Test: 100% at 500 psi Standard Finish: Blue Enamel Groove Specifications: Standard cut yrooves per AWNJA G606 Take-out Dimension: 9" (22.9 cm) Shipping Weight: 161bs. (7.25kg.) 4" Grooved No. 14-1.5 _tak2-out9'(229 mm) ti4" Hex Boits with Fastener Seal Brzcket • ~ ~ ~ a Hinge Pin wi;h y \ Rztai nir,g RinS 31, (97 I OUtlOt 1 ~ Clappe Assembly , (86 mm) ' Flushing Tool ndle End 1/2" NPT ~ Plug Shaft Stop \ ~LRill Lock \ Warning Tag Thumb Screw Parts List - Model 90 6laintenance Check Vaive Hook End Description i No. Req'd. ~ Part Numbers Clapper Ass'y i 1 804-047-01 Clapper Seal 1 i 804-18-000 Retention Bolt Seal i 7 I 804•24-000 Fastener Seal . 2 798-076-02 Flushing Tool ~ 1 ! 504-048-01 Ciapper5eal _ I Inlet Pressure Loss Curve a• ' ~ c ~ c SAI F-I zal I I I I ~o I I a.i ILO 2:0 ]CO SCO IDCC 0Cp _CCp Rz!zining Flo•.v Rate (g.p.m.) ~ Ring Note: The friction loss, expressed as equivalent length of schedule 40 pipe with C=120, is 21 ft. ~ Boss 1/2' (73 mn) Seal Washzr 2 Design ~ Data Model 90 Maintenance Check Valve can be installed in a horizon?al or vertical position in accordance with the Listing. Installation The Model 90 Mzintenance Check Valve is Listed for installation in either tne horizontal or vertical position. When instailed in a horizontal posi- tion, the two Y" hex bolts must be on the top side o1 tne valve. For vertical instellation, the valve must be installed so that its outlet is above its inlet (i.e., flow direction upward). The arro,v, cast onto the body of the valve, must point in the direction of the flow. Operatinq Instructions The Cfieck ValJe is designed to be installed using approved mechanical grooved couplings. The Central Model 90 Maintenance Check Valve is intended to ease the task of backflushing through the fire departr2nt connection. This is accomplished by using a special tool to open and hold the check valve clapper for the flushing operation. Flushing Tool e„a i:z•r:Pr Shaf; StoP \ Seal Washxr ~ o ~ 1 ~ 1 p Lock \ Haok Entl Thumb S<rxw Step 1. Relieve the pressure by draining the system. Checkxhe gauge (system side) to confirm zero pressure. Step 2. Remove the Yz" N.P.T. plug from the top (outlet end) of the valvz If leakage begins whiia rzmoviny the plug, press !~a is present, tighten it and be sure that evater is drained at the valve. 12'Niii:, Vt svsTew Step 3. Attach the tool to the valve by inserting the hooked end through the Yz" N.P.T. hole. Tighten the tool's Yz" N.P.T. plug with a wrench. G:I P: %va~ 5?c c: vaP:_ Bodq^ I Y.cok End \I, r ) Inse^ in This Direction Step 4. Pull the lock and stop up the shaft of the tool toward the handle end. Mave the handle as close to the top (ou,!et end) of the valve as possible, then push the shaft through the plug until it stops. Step 5. Keeping the handle parallel to the flat portion of the vaive body (with two hex bolt heads), pull the handle away from the body while pushing in through the plug. Step 6. When the hook on the handle engages with the hook on the clapper, release the lock and stop, and pull the tool out through the plug. The loc:: snd stop will slid= daNn the shaft and hold the clapper open. Pull the handle out firmly so that the seal seats in the plug. Then tighten the thumbscreav firmly to lock the tool in place. WNS.VCG ILY SG i c] Step 7. Backflush the system. A smail amount of leakage may occur where the shaft passes through the hole in the Plug. If leakage is excessive, unscrew the thumbscrew and pull firmly on the handle to tightly seat the seai in the plug then re- tighten the thumbscrew. Step S. When done backflushing, check the pressure gauge to be sure that all pressure is relieved at the vaive. Unscrew the thumbscrew and pull the tab on the lock to release the shaft, and slide the lock and stop up to the handle end of the shaR. s_~c_ uPsr, Step 9. Release the clapper and remove the tool. Replace the Yz" N.P.T. plug before returning the syst2m to service. Step 10. Ensure that there is no leakage at the'h" N.P.T. plug after r2turning the system to service. : 1_; ~ ^}f/ L c` SYSTE!. \^h^- " 1^' . =.0.C 77 ti , Care & 4. Mamtenance The Maintenance Check Valve requires no regular maintenance, how2ver, it should periodically be removed and inspected by a qualified inspectian service. Warning: Any system maintenance or inspection tnat involves placing a control valve "out-of-service" will eliminate the fire protection normally provided by the fire protection sys- tem. Prior to proceeding, be certain to secure permission from all Authori- ties Having Jurisdiction and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. The owner is responsible for the qroper operating condition of all fire protection devices and accessories. The NFPA Standard 25 entitled, "Inspection, Testing and Maintenance of Water-Based Fire Proteciion Systems"contains guidelines and minimum maintenance requirements. Furthermore, the Authorrry Having : Jurisdretion may have additional r=aul2tions and requirements for -naintenance, tesiing and inspection :hat must be obeyed. Disassembly: 3. Close the main water supply control valve and drain the system, relieving all pressure from the check valve. Rzmove the mechanical grooved couplings from each end of the check valve and remove it from the piping system. Remove the two K" hex bolts from the body of the check valve, thereby releasing the clapper assembly bracket. Remove the clapper assembly through the "outieY' end ot the vaive. Cau- tion: Be careful not to nick the seat ring's sealing surface. 9 1994 Central Sprinkier Company 'rintzd in U.S.A. To replace the clapper seal, remove the retention boit in the center of the clapper assembly, thereby releasing the retaining ring. Take care not to damage the clapper hook. The clapper seal may noai be removed. Reassembly: 1. To reassemble the clapper assembly, wipe ofi the face of the clappzr, place the new clapper seal on the retaining ring, piace the seal and ring against the clapper, aligning the center holes. Install a neev retention bolt seal on the rztention bolt and insert through the clapper, clapper seal and retaining ring and secure in place with the flexloc lock nut. Be sure to align the clapper hook opening toward the top of the vaive (vaive top has two hex bolts) prior to securing the tiexloc lock nut. 2. Inspect and ciean the check valve seat ring. 3. Insert the clapper assembly into the check valve through the "outlet" end of the valve. 4. Align the two holes in the clapper assembly bracket with the two holes in the body of the check vaive. Insert the two Yi' hex bolts witn r,ew fastener seals through the body, engage the bracket and tighi?n. 5. Inser, tthe check valve back into the piping system. Verify that the flow arrow is pointing in the proper direction to assure proper opera- tion of the valve. Reinstali the nechanical yrooved couplings. 6. Place the system back in service and secure all water supply control valves in thzir open position. CENTRAL Central Sprinkler Company 451 Nor,h Cznnon Avenue, Lansdala, PA 79310 Pnon2: 215302-0700 F AX: 215302-5385 When the system is back in service, notify all Authorities Having Jurisdiction and the personnel who were affected during system shut- down. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a pErIOG Of O(lc )/Eci fiilTi ti'ic d2:c Gf shipment. Please refer to the current Price List for further details of the warranty. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity and model. Swing Check Valves do not include mechanical groove couplings. They must be ordered separately. Availability and Service: Central sprinkiers, valves, accessories, and otner products are available through- out the U.S. and Canada, and internationally, through a nehwrork of Central Sprinkler distribution centers. You may write directly to Centrzl Sprinkler Compan/, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents ere pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm' 1 U.S. gallon = 3.785 dml = 3.785 liters Conversions are approximate. MC.90.0 z > ~ ~~,=r c \ - ~ saos )T'~", ~q , r~ ~ ; 6407 SIAIGLE Ci.APPER TWO-WAY INLETS An exposed auxiliary inlet connection with 500 G.P.M. inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Dept. inlet requirements. SYLl}d3aAY2D EQi37FPr9EA3Y; CdSf bldSS t`.VO-w8Y Inlet body only with singie swing clapper and pin lug swivel; back or angle outlet connection as selected by figure number. spECiFv THeEAo. 13RANDIl7G: "AUIO Spkr." FIntsH: Cast Brass OPYIONAL FINISHES: PB - Polished Brass RC - Rough Chrome Plated PC - Polished Chrome Plated OUTLET-: I MODEL STYLE DIMENSIONS ' .p:. B p...: 6405 I Back 51/4 10 63/a 6507 ~ Angle I 81/4 10 43/a . UR L154ED AP1D F!d APPROVED 6405 Back Outlet ~ I^ a )FICT i 6407 Angl2 Outlet DOUBLE CLAPPER TWO-WAV INLE45 An exposed auxiliary inlet connection with 500 G.P.M. inlet capacity to supplement fire protection water supply. Exposed design provides an economical method oi satisfying Fire Depi. inlet requirements. , STAHDARD EQUIPMENT: CBSI bf25S IVJO-W8y Il11@f dTY a ~ o with double drop claopers and pin lug swivzl ack or angle Uet connection as selected by figure nu r. Branding 6410-6415 aS SEI@Ct SPSCIFY THREAD and RANDIHG. BRAAIZi7NG: 2tldPlPB," °Auro Sp , Standpipe-Sprinkier." FiwIsH: Cast Bras , OPY7t3A3S11 FlAd75'r7 : 1~ PB - Polished Bra RC - Rough C ome Plated ~ PC - Polis~ Chromz Plated UR Lf57ED AHD FM APpROVED 6420-6425 NY j RD OF STAHDARCS AHD APPEALS AP „ROVED 6:27 OuGe! S:yle Dimensions Back ~ Angie . Sizz A I e I C- p ~ ~ 6"70 6420 ~ 4X2'/2X2`/2 ~ 71/2 t;'z 16~/z 1 111/4 ~ 71/~ i 6 i' , 6421 I, 5 X2V2 X2 _ i 70 ~113i ~72Ya~ 103's~ 7;'2 ~ ~ 6 12 64221 6X21:2X2/2 'i101/_~713. ~111r5j 103/~ 7lk j ~ 6=13 5^-23 i 4X3X3 1 10 ~12;2j12Y21 101/al 7'.'2 , ' 6e 74 6424 ' 5X3X3 1,10Lzi121i2112'%1 101l2 71/2 ~ ' 6415 6425 i 6X3X3 ; 103e 112'h 172'/: 1 70N ~ 7 6427 (45= Anglz) j 4X24iX2'v2 172';21 83/. 1 - ~ - ~ 8zck Outl=t o I ~ i i 900 Argle Outl:; ~ I ]l ~i 45` Angle Outiet ~N Page 6-9 F A Mzrch, 1989 AUDIBLE / VIS[BLE in U.S.A. ` ~ ` ' Johnson Fire & Specia[fies, Inc. SIGNAL SERIES 3300 APPLICAT[ON COMNtERCIAL or RESIDENTIAL EXTERIOR or INTERIOR FEATURES S^lEATHERPROOF CONSTRUCTIO;V COMPLETELY DISTINCTIVE FROM ANY OTHER ALARD.4 SfGNAI F:,ST, EASY P:tOUNTING - ON ANY TYPE OF WALL ELLMINATE 7Hc NcED FOR ANY ADDITIONAL SfGiti'S ONBUILDING EXTERIOR APPROVED FOR USE h`' ALL HfiRD-OF-;iEt:nlidG OCCU°AP;CIES AVA.ILkSLE IN 115\!4C, 24VDC OR 12VDC VJITH OR l'1I7HOUT FLASHcR/STR05E t:tAINTEiJANCE-FREE OPERATION - FULLY GU,-^~RP,NTEcD FOR 2 YEARS say Gooabye to - YJater stained wails Ugly signs to spoii esthetics The FARR-LAF:l4 is the r.'lost e[iractive and practical sign2l maee. Tt is coa;pact in size, (8"z S") and won't comoromise the esthetics of the exterier wall like ;;ct electric be!! N*;ith z bird cage, o= e e; :o;-•r Lc,- Suggested motroting is cirectly above the iire depar!nen[connection. During davliohf hours, the horn wi1! eirect the F3*Z DzpditRl~i!C IO [fle CORRCC[IOII 2S 1';ZII cS 2lZii the c4cupants and passe;s-by ~hzt a fire condition ezists. No More - Old-fashioned bells Pipzs that clog and freeze ~ m,>r.,Y u At right, the flzsher/strobe czn be seen froni z dislance to guide ehe Fi;e Dep2rtmenc to the conr:ecuon. Poiice pflii0ll!!1g cR I!:QUS[i12l COii1plP,X OC c.,__:`F.Fti~riio-a~ v:i[n [h-i: wind0`:ij liD 177.":l' RGi f:`.2i Ch-t }tOCR, bUC [i.-_j' w1l1 "S°Z IIgFr;, , Since 1975, eti•e;y F?,RR-LAR~.1 is . ssemoled by hand, inspected ; nd ecsted zt the fectop, Generat Specificatians Signal. Specifications NOTES: 1. TypiQJ d9A xt 10!ee[ is mezsured :n an zncchoic cha~~bzr wiuh nomir,al input veitege. 2, qil moCels are pro•rided wih in-out sc:ew ;ern:-ais. 3. DC tom nr,dels indude FFI s!•pprssion ro mini.mize irducrl noise on the a'xrm lir.es. 4. DC ho:ns znd sVObe homs hxve an io-rush curtent of approxinale;y 3 ures rzied curren[ Curing ird~al n;m-on. 5. Svohe hcm mo'_eIs shewn in tahl_ ze rccormen2cd fs us_ cn continuous x!aim rys;_ms.. 6. Appmvals: UL = Und=r• ' w~:srs LxWrz;or'es, ULC e Une'EVrri:_; s La:,ora:o:ies o! Czr.ada. CF!.f a Sta:= cf Czli;ornia Fl;e ldarshatl, FM = Poctory 6futuxl, CSA . Car.xdian Slzndz;2s Ass-vziadcn, BSA e NewYork Ci.y Poa:d N S=LaLs and Appea!s, 8FP = Ci:/ ol Chi¢yo 7. A!I Is£ngs and approval;s atove are fcr \Yhe=;xk, Ir.c., which rziufecmres Ihe siyr,zs u" in uhe FARR-IAFM. . Modet Number fnput Volfage I Rated Current dBA @ TO Feet Approvais 3300-115 11 5VAC .0.160 95 3300NL-115 115VAC 0.160 95 UL, ULC 3300NL-24 18-31.2 VDC 0.063 92 , CFM, FM 3300NL-12 9-15.6 VDC 0.125 92 , CSA, BSA, BFP 3300S-115 115VAC I 0.160 95 I UL, CFM, BSA, FM, BFP 3300S-24 18-31.2 VDC I 0.063 92 UL, ULC CFM 3300S-12 9-15.6 VDC 0.525 92 , , BSA, FP.4, BFP ardering [nformation SERIES 3300 h4QDEL 3300-115 Audible/Visible vrith incandescepi fghi source. Fiash rate @ 00 per minute. SERIES 3300NL MODEL 3300NL-155 MODEL 3300NL-24 MODEL. 3300NL-12 Audible only SERfES 3300S 7 MODEL 3300S•115 MODEL 3300S-24 fdODEL 3300S-12 AudibfeNisible with 8,000 c.p. strobe. Fi2sh rate @ 55 per minute SERlES 37L7 $ 3700NL seRIes 33a0s r ~ JOHNSON FIRE & SPECIALTIES, INC. 12975 16th AVE NORTH PLYMOUTH, MN 55441 ~ ~~m; 0 ~~x.:. ~ • ~u~; :w~ ss FlG.zo7 BAFFLE PLATES Maferial r: St221. Functior. -`s o ei: ct hezt tow=_re Ene sp nin.le; S'y'S`:@ii . neac i- a; zu:o-\-plate Firish Ga!vz.^.iOrde: BY - Figere e:-aeaaio^, Sauge mz,eriai, a-c ?Vo*e - O~:a2r z.avai;ebie. Consc:! i ;zcto:y. 12x12x2Gga i50 16x18x20gz 330 Sue Aange - 111e tnru ? ;;:cn .-.:zc:h tarea~. Maferia7 - Cz: oo : Sze2! Fnish -Eiec.ro-Gzlvan;<-2c z..e Sa : tess Scee':. Order By -;;s-,:e numher, aia~e* !~ng=n, a;;d; FIG. 210 St=d i--DRT1 7 TN~G faNCHrJpS ~ Siz_ F.crg4 - :!%±;cu 7/8 i-...:z~ia ±~r2zc % !`dc*aria!- Ca:co: Scee: rinsF - Qrc+e: E'r - n172 i=n ~ec a^~ Car^.?c2:. ~ ~ A 1 \~f . ` v rnareRia~Cc,b, FINISH: PI-. OFDE,-^, B Quan mod=_I nunh=_;, na-:a fv10DEL NO. 5Q -i-:- P ~ ~ USE: In.zrr,.edi=_ _ne-..,=_rbcR.= ,ens;(uctu rziz:;zci•,-ent P:i::TERI:;L: Ca;bon Scz=_I coN= o;,,1sV:irH': Asaei.-1 --,sGo,ci_:,2af:, uss , strenc,n 55/70,000 FSI Yiela 35,/55,000 F51 S70. LEN'GTHS: o, 10. 72 toot (s~^.ipped onhy STD (u':) ~ e F17dIS!i: Piain e; eleCfro--yal,.znized G ~a-,;i;i=_s ) O,=;DER El': Q;;zn[i:Y, size. Izn_Cn, modzl r,Umb^; n= - ° , , !!2c:, I i:iAY.. FcC. LO.^-.D I p; _ CT, FcR iC7 FT FT. o ~ FcR TU3E ~ 7/= . 240 i0 ~ . 12 I 2 I I 12 610 .0 J` _ J .,J Ev0 1/2 29 I I~J - I 2'3 ~ 250 3n3 I JIO t^ci0 12`~' I-'7 ~OJ 23 2i76 I 72 80 725 I43 50. 37 :0. ~ ~`O O 490 35 I' C ^ I 225 ~ `~"J I V lV J~ I E,; ri . I ~ I I ~ 350 , 3J . 35 I lvlichigan Hanger Company, fne. Pace 6 g e ` M0~EL NO. 100 (2IiVC) A__ USE: Designed ;o reduce il,e "io pfzce" costs of inr'alling piping sysfems I C - D.!ATERIAL: Ce;co-I sPeel FlilISH:' EIBC{(O-G2IY2i.l]?d (ASTTf,-Type LS) CON; ORMS WIIH: Fed=,-al Speci'ica?ion WY/-H•171d Type 10 ar.d 1f,SS-SP-69 Type 10 LISTIN6: Underwri;erz Lzboratcries, Inc. AP?ROYALS: Facfo,-y Mu;ual F]re Insurence Companies O:DcR EY: Pi?e siz=_, fap si-z zna quan;i;y Di-<nifa-: 110. 16J OLazc:'oc ~ Te::a? I h:u-S.~ ci G:cr 1YcI }•!e:. PIP~ Si:e . i_~ne Fla!cd ef Hen <r Sf:e I ' Hen i S': 5.•• ~ .7c F.<e' lesd fi I $ C g }J..!eru! .,ur Nc: P'' Car!-a Gr:on 16i. lS:. V:? I7/z I 31/: I 21/2 I Ii16x% I 1/3N.C. I IGO II I.{00 3i4 I j 3~/: I 21/2 I lilbxsia l i~ I 100 I II 500 v 3'; I 2„ i I; Ib x ICO ~ 12 ~ I 400 ~ l 33i; I?~/,. I I/ I b xSA ~ I 100 ~ I 3 400 ~~z ~ I 4~ 2~is I ijfbz 5,'; 100 I 13 ~00 Z 7/ I ~~~1 I 3~t I ~ I 100~ 1= =00 Z~/, I I~/8 I 53/ 3y; I 3!32z~i5 I 11 -ia ~ 50 ~ 16 600 2 3 I~~ I b 43~ I 3/32- I2 -~i2 I SO i 18 600 3~z I ~ I 43is I 3~~z x%~ I 1/ - ~ 5 - 600 I z ~ I~/, I 71/2 I 5 I 1 i/z - ~ / - .20 ~ 12 ICQO 5 f1/a s~~e S~ ~ ~ sis _iz - a ~ ~ 20 I~ 1000 6 I I1, IO'/i = x I~ 5/.3I'~I2'3i8 I 10 I . 12 1250 £ I I~/ I 121/. I E~~z I .~~z =I j i'i'~iz-''~ ~ 10 I I4 1250 ~,,A~~EL 1,-,10. ;Oi (CO PPER) ~ Sr: e_s:_-._d ro: 5E:= i.;s;_,;: o; CG~°_f iL'J;rty t.!AIERInL: Carc~n s;ezl FitY'fS'r(: Coppe,--e!=c;rep!at= ~ CONFOAl.fS `'/ITH: Federel Scedi;cziicn I~ry- r=_ IG, znd MSS-S?-0 OD,D'cP, EY: IuSirg siz_. '.z? sice znd qKry 2`/i" CT i?ied r,!:: we!:: ..::5 2" I: fll;<? t^ Ci L•:: I? w..... Ci Ci a...ia~~: ~iii i•p•• li.reee ~'r C-e ' $p / sa n,d-~i_- ,:d i, zcco;dance wirn 'zya 0 ASTM-Type LS ivo:. C A 6 C S:eel S:ce'::d Ff°cet ~'i ei5" F`r 1•!e:. ~Rea. ce Die. iep cc: U.-. IO7 Loed iz = fa I 22/; I I/ ;z I ~ 100 I II I =00 TZ~~; i 16x;, ( ;o~ ~ I 7~ I 311: -Vz ~/I6 z`r ~i ieo I4 00 Zi I Ii15_`: 100 ~ 12 I SGO 7.. 3 i ?7i', I:/Ib- . 13 ~ 10. I 1= =0J I I ZY?= I 7e I -l;• I 'f/z I I/IA. 5'; ~ ~ - I IS I I 3 I 4' I ~~iE I I 1 I/ ~i= I 7 I 37/Z I e7 3/32 ' i32 3 z ZO 15 603 S I ~ 1 vE I EvF I I 5 S/: I - , . z 1/e ' 21,4 ( I 5: ~ 7 Q I I 14 TC~ 6 ~ 1 to's 1 75s io j iz io-» sprinkler systems devices Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Centrai's Identification Signs are d2;igned to provide in,ormation to the end user about the sprinkler system and it's components. They are available with a variety of wording combinations to meet the signing requirements of NFPA 13. The five basic types of signs are as fol lows: Tqpe A- Control Valve Sign Type B- Multi-purpose Text Signs Type C- Cold Weather Sign Type D- Fire Alarm Sign Type E- Hydraulic Calculation Sign The Sign; are constructed of 18 gauga steel or aluminum witn a porcelain enamel or printed mylar facing respectiv2ly. Th2 signs have corner holes or siots for easy attach- ment in the field. Sign Type B is available with the following text options: Air conirol Air conirol valv= Air line Alarm test Alarm line Antifreeze sys'em Auxiliary drain Control Controi vaivz Drain Drain valve Entire sysiem From city main In this building In this section Lnspecrors test Main control Main drain Open sprinkler control Open sprinkler drain Test valve Triangular main drain Water motor Water motor line Technical Data Model: Sign Style: Fiat, rectangular Standa rd Finish: porcelain or mylar Size: Type A- 9" x 7" Type B- 6" x 2" Type C -73/," x 1 K." Type D- 9" x 7" Tsroe E- 5" x 7" N✓eight Type A- 4.5 oz. Type B - 0.5 oz. Type C - 2.0 oz. Type D - 4.0 oz. Type E - 1.5 oz. Instailation The Id2ntification Signs are pro- vided with Y" diameter or larger holes (or slots) in the corners for easy attachment using standard hardware chain, wire, plastic lock ties, or light gauoe m2tal strap (not included). No. 28•9.0 TR1M-L1NF, conf'd, - ' 1 800 854-1015 - FSPARE HEAD BOXES iRFIGCCI's sturdy spare head boxes are manufactured from .030" sleel. They feature 211- welded construction and full length hinge, and are finished in red enamzl and drilled for easy mounting. Personzlization is available at nominai charge in quantiti2s of 50 or more. Your most direct advertising. practicaily (ree! ~ O O O 00 - ITEM SIZE QTY/CS ~ LBS/CS i 6 HezG 25 6i 2~ 72 He2d I 20 66 AlR/Wf TER GAUGES These 3i4 " pressure oauges 2re zpproved b, the Facfory Muiuzl System 2nd zre listed by th= Unde; v;riiers' Laborztories for use on wet or dry sprin;ler sys±ems. Personaliza- tion is zvailabie 2t rominal cnarce in quanCiiies of 100 or more. Your most dir.eci adver- Iising....practically free! uo c+i toa ts ~ c t;s~.~ ITE'1 ~ TY'PE ~ C~TY"/CS S/CS I ~n.~ ✓ 3 ~ . l n/lrc;c~ 50 I 25 r ' • I i.lf Y:IF'?i2fr1 50 LJ I J I `~~~;t2~ I 50 ZJ I Central Fire Protection Contractors, Inc. 10775 Easc sist avenue Denver, Colorado 80239 (303) 576-8157 Fax (303) 576-8159 Colorado State Registration # 004 Transmittal 0331-99 TO: CITY OF WHEATRIDGE 7500 W. 24th AVENUE WHEATRIDGE, CO 80215 ATTN.: PLAN REVIIEWER REFERENCE: CASEY'S RV SERVICE 44th Industrial Drive Wheatridge, CO 80034 We are attaching the following submittals: # of Copies Drawing# Dated Descripuon 3 FPl-FP2 03-05-99 SPRINKLER PLAN 3 03-05-99 HYDRAIJLIC CALCULATIONS 3 03-05-99 EQUIPMENT SUBMITTALS 1 03-31-99 WHEATRIDGE BUII,DING PERMIT FDRM These plans have been approved by Fairmount Fire Protection District. Please return 2 copies to CFP with approval arid or comments for our records. Copy to: File Thank you U"o y k _ ` Edward J. KoY&ke Designer . i , DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTIOM DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE ~ WHEAT RIDGE, CO 80215 Property Owner : G4\~S E Y\ S I( IZv I C G PropertyAddress: ~s-1 Th aA~b 14 5 71"1Z lA~. DR Phone: Contractor license No. : 1 -1 4 (p L) CompanY: CENTRl4Lr rll'eE p1?,09°'2-~cT/C:,/V Phone:3p,3"57G-f3',""7 OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cert"rfy that the setback distances proposed 6y this permit appliwtion are accurate, and tlo not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restnctions of rewrd: that all measurements shown. antl allegations made are accurate: that I have read and agree to abide by all conditions printetl on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and ail other applicable Wheat Ridge ordinances, forwork untler this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : q L Permit Fee : 237,~s Use Tax : Total : ~44. t3 Description: R V 5 6 k V14 6 $hO P W/ 0 ~r-1GC qR GA BUILDING DEPARTMENT USE ONLY amimmzmm Approval : Zoning : ~1td(n' ~im~ltti!':9 Approvai : ~U611c_W.aYk3it~ift enT,s:! Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electncal License No : Company: Expiration Date : Approval : Plumbing License No Mechanical License No : Company: Expiration Date : Approval: Company: Expiration Date : Approval: J Pians ftequtred;7.31 Pl2ns Required _I P~5nsi36 'qui[sM (t) ihi5 permit wa5 65ued In aCCOrtlanCe wRtt the plovisiOnS Set fofih in yopur appuUbon an0 is SuDleCt t0 the laws of the State ol Colotad0 3n0 to the Zoning Regulauons antl Building CoCe of Wheat ftitlge. Coloraao or any other aOPlicaole oramances ol the Ciry. (2) 7his permit shall expire il (A) the work autnonzed is not commencetl within sinty (60) days hom issue tlate or (8) the 6mlEing authonzetl is suspenEeCor abantlonea for a Oenod of 120 7ays . (J) If this pertnrt expires. a new pertnit may De acquired tor a(ee of one-half the amount normaiN reQUUed, provided no changes nave been or wdl Oe matle m tne original plans ana specifirations anG any suspension or abantlonment has not exceetled one (t) year. If changes are matle or rt suspenvon or aDantlonment =xCeetls one (7) year, full fees shall be oaitl lor a n2w permit. (a) No work of any manner snall be Gone tna[ will Uange the naNral Aow of water causing a a: a;nage Oroblem. - (5) Contractor snail nobfy the Builtling Inspecror twenry-four (24) hours in atlvance lor all ins0eaons ana shall recerve wnnen aoproval on mspection carG Ge/ore oroceeCUng with successrve phases of tne lob. (61 The rssuance ot a permit or the apProval ol tlrawmgs antl specifcations shall not oe construea to be a permit for. nor an approvai of. any violanon o! tne provisions o( the builtling cotles or anyother ordmance, law. rule 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 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) Building Permit Number 8850 5/4/99 Property Owner : Property Address : 12900 W 43RD DR Contractor License No. : 17964 Company : Central Fire Protection Cont. Phone : Phone : 576 8157 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy 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 : RV Service shop w/office fire sprinkler system Date $13,792.00 $23725 $0.00 $206.88 $444.13 Construction Value Permit Fee Plan Review Fee Use Tax Total Use: Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Approval : Expiration Date : Approval: Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Sta[e of Colorddo and to the Zoning Regulations and Building Code of Wheat Ridge, Coloretlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work auihorized is not commencetl within sixty (60) days from issue tlate or (B) the buildin9 authorizetl is suspended or abandoned for a period of 120 tlays. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitled no changes have been or will be made in the original plans and specifications antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, PoII fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the natural flow of water causing a drainage problem. (5) Contraclor shall no[ify the Building Inspector hventy-four (24) hours in advance for all inspechons and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drewings and specificaUOns shall not be construetl to be a permi[ for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulatioa CtQe il irl ✓nsp~ector 3037579053 CDOT REGION 6 NORTH 'A CEPARTMENT OF TRANSPORTATION Region 6 Right of Way 2000 S Holly Strcet Denver, Colorado 80222 (303) 757-9212 City of Wheat Ridge Buiiding Department l2 ~ RE: Temporary Use of Maintenance Yard Access Road To wham it may concern: 889 P01 RPR 29 199 15:15 OT A?n~~~~~ . APR. 2 q 1999 ~I~l D Bo'C o~re r 's,~~t~e§tcatOr Permission to enter and use the maintenance access road located at 4295 Zang was been granted and approved by the Colorado Department of TranspoRation. This use is of temporary nature; developer has approval to construct a new roadway known as W. 43A0 Avenue that begirts just west of the existing intersecfion of W. 44'h Avenue and the accessroad. As agreed upon by both parties, any excessive use and/or parking wil( not be allowed on the service road. Subsequently, 4iiiy~tlaRriage to fhii roa[Iwey cansed:bl~others wlli bg' nipa`rreri at rio castAaCQAT. Let this letter stand as a Temporary Use Agreement betWeen: Coiorado Department of Transpoftation (grantor) CDOT Ojala & Company (grantee) (dated) *1~ D. Styron RECEPTIOH N0. 1=^873839 5/21/1933 ' 47:15 GG: 001-006 PRGE FEE: 31.00 DOC.FEE: 0.00 FECORDED IN JEFFEfiSON COUNTY, COLOkADO 3u +co~N~ / ( I Z.f'i ce) / C 9>ti &Zo O2i LE PROPERTY MERGER AGREEMENT FOR LOTS 3 AND 4 of the 44th Industrial Park Subdivision plat This Merger Ageement dated for reference purposes only this _t~_ day of rj 1999, is p by and between the Ciry of Wheat Ridge, County of Jefferson, State of Colorado, a bod politic and ~(-q( corporate (the "Cit}~") and ) Steve Casement and Lonnie Casement (the "Owner). RECITALS \ / u A. The Owner is the owner of record of certain contiguous lots located in the city of Wheat Ridge and described as follows: Lots 3& 4 of the 44th Industriat Pazk subdivision plat, Sled in Book 143, Page 42, Reception number F0700216, dated 9-23-1998 in the County of Ieffersoq State of Colorado. B. The Owner has Sled an application with the City to combine or merge the above described pazcels into one pazcel. C. The Owner finds that the merger of the subject lots into a single pazcel will improve and will not injure or reduce the value of the land. D. The Ciry Snds that the merger of the subject lots is an action which is exempt from the definition of "subdivision" or "subdivided land° as set forth in the CiTy's Subdivision Regulations. NOW, THEREFORE, IN CONSIDERATION OF TFE ABOVE, TFE PARTIES AGREE AS FOLLOWS: The Recitals set forth above are incorporated by this reference as if fully set forth herein. 2. The contiguous lots described in Recital A above aze hereby combined and shall henceforth be and forever remain one single lot unless the tot is subsequently subdivided pursuant to city regulation. All interior lot line(s) lying within said combined lot aze hereby vacated and shall no longer serve as boundary line(s) sepazating legal interests in real property. 3. The Owner shall not transfer legal or equitable title to any portion of the new combined lot (by deed, deed of trust, inheritance, lien or encumbrances of any kind, or otherwise) without further approval of the County as required by the then-applicable mles, regulations, policies, and procedures. 4. The Owner authorizes and hereby directs the courty Assessor to combine the contiguous lots described in Recital A onto one schedu]e nwnber for purposes of assessment and taxation, if such combination is deemed appropriate by the county Assessor and to combine the lots into one lot on the Assessor's maps. 5. This Agreement shail be perpetuai and shall run with the land and shall be binding on all successors and assigns of the Owner. CITY OF WHEAT RIDGE ATTEST: By Director ofPlanning and Development V E ~ STATE OF COLORADO ) COLJNTY OF JEFFERSON ) SS Subscribed and swom to before me this 30 ~ day of m Q rC..~1 1999, by S+eve C.osvnc~i- lonnre WITNESS my hand and official seal. My commission expires: l IZy I aL`d0 Y ``V Notary Public ~ . • t DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9252 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7/30/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 12900 W 43RD DR Contractor License No. : 17110 Company : Gardner Signs, Inc. Phone : 422-2001 Phone : 292-9022 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 Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : One single face wall sign per attached design D9-187 Construction Value Permit Fee Plan Review Fee Use Tax Total $10, 000.00 $181.25 $0.00 $0.00 $181.25 Use: BUILDING DEPARTMENT USE ONLY Approval : SM Zoning : PCD Approval: DM Approval : Occupancy : Walls SIC : Sq. Ft. : 120 Proposed building is permitted. 2 sq ft. for every linear foot of wall frontage for a wall sign Okay. To meet NEC Article 600 Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: (1) This pertnit was issued in accortlance with the provisions set forth in yopur application and is su6jectto the laws of the State of Coloratlo and to the Zoning Regulations and Builtling Code of Wheat Ridge, Coloratlo or any o[her applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is not commenced within si~Ay (60) days from issue date or (B) the building authorized is suspended or abandonetl for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provitletl no changes have been or will be made in the original plans antl specifications 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 tlone that will change the natural flow of water causing a drainage problem. (5) Contrector shall no[ify ihe Builtling Inspedor hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of thejob. (6) The issuance of a permit or the approval of drawings antl specificaGons shall not be consVUed to be a permit for, nor an.approval of, any violation of the provisions of the builtli codes or any other ordinance, law, rule or re9ulatioa Chief Buiiding Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE / 7-23-99 WHEAT RIDGE, CO 80215 Property Owner: Caseys R.V. Service Center Inc. Property Address: 12900 West 43rd Ave Contractor License No. : Company 17110 Gardner Signs Inc. Phone:303-422-2001 Phone: 303-292-9022 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 Ridge ordinances, for work under this permit. (OWNER)(CONTR4CTOR) SIGNED DATE7-23-4q Construction Value: $10,000.00 'rAy ~-"fermit Fee : Dib37 Total : Description.One single face wall sigr, per attched design D9-187 `i12R1BUILDING DEPARTMENT USE ONLY `lq I zo ~ ; - ~ Zoning : aLp Z~, ~.z C~~' bt eN I ~ neco 60of- ~1a APProval 6vxQ2vJS cs ~e-~-rn~tl"ed (~.'ential : ~ ~ Wakk ~,ur#u.~f~ A in1G~RA St 2. . 1 N---EM U~ Approval rr~<e+ N e°c A.~; clc, (elr~m ~ ~'r ~~LF/yg 1999 APProval Occupancy : Walls Roof Stories Units Electrical License No : Company : Expiration Date : Plumbing License No : Company : Expiration Date : Mechanical License No : Company: Expiration Date : Approval: Approval: Approval: (1) This pertnit was issued in accortlance with the provisions set forth in yopur appliration and is subjecl to ihe laws of the Siate of Coloretlo antl to ihe Zonin9 Regulalions and Building Code of Wheat Ritlge, Coloredo or any other applicable ordinances of ihe Ciry. (2) This permit shall expire if (A) the work aufhorized is not commenced within siaiy (60) days from issue date or (B) the building authorized is suspendetl or abandoned for a period of 120 tlays. (3) If this pertnit expires, a new permit may be acquiretl for a fee of one-half ihe amount nortnally requiretl, provided no changes have been or will be made in the original plans antl specifications and any suspension or abantlonment has not exceedetl one (1) year. If changes are made or if suspension or a6antlonment exceeds one (i) 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 tlrainage problem. (5) Contractor shall notify the Building Inspector M1venty-four (24) hours in advance for all inspections and shall receive wririen appmval on inspection card betore proceediing with successive phases ot the job. (6) The issuance of a peJID or the appmval of drewings antl specifications shall not be construed So be a permit for, nor an approvai of, any violation of the provisions of the buitding co Es or ny other ortlinance, law, rule or regulation. Chief Building I p or For Mayor THIS PER ALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 1~,``L -PQ 6'-3"t I GV EASTERN ELEVATION VIEW SCALE: 1/8" =1'-0" ki ,,,,s~, u,c. „ag.,,d.q,~ cwsy,,,,,~+, ~,b,,, m~„arV wUs, „m~„ e~maa. ry, c,,,,,,f o,,,,e„m.,~na. a,,. m~rmo coRwanennrar8,,.f.~ m.a,~.~w wr~m ww• ALL ►LLUMINATED DISPLAYS SURT 120 VOLT UNLESS OTNERWISE SPECIFIED. wra»e sion., i~. o.~. ~n (aa►) s9asoss cuErm caseya necreauonai seiae scn~: i~ = r,u. HEY. #1 -(5/4l99) Inaeaae apaee in between DESIGN NO: ~ ce seys and Recreauonar sales p9-187 as+s ohdmwile naw rort canns (en) ns,ooo LOCATION: 44M Avenue Intluetrisl Perk, 12900 W. 93td Ddv9; wneama9s, co. oESioNen: shene anrecnt ELEVATION o.~., co eo~1s VIEW LonOmoM (90S) 7763774 DATE: 9J22r99 REV 1 8101 SouU~vrast FronteYa Reed aroalaY (M) S63a09B $ALESPERSON: JeffBange AUIt10HIZA p (iardner Sign8,1nc 7999 ThMa pluis wn t!a aimiwiw preparty of Gard'ror Siym, lm aiM an the rosufl of 1M orlylnd work ot Oerdna'e anPloYees. 11MY ara subm%od to you tor thaaok purposa of your eomWaralion ot wMther to pumhra thasa Plans or to Purchase fro^ Gard^K 81piro, Ine., a siyn manufxturod aaordlny to thaea plaro. DbWbutbnoraihibltlonoHMwplemtoany~otMrlhanpnPley~o}youreompeny,orueaotiMsoPlenstoeonMnwtaefyndmlkrtethaorwanbodiad.orueaany9nPhlaleapirwslytorbidden. InllaawMthatwehoddMtloN'qexurs,wlthoullMirWwdftMc~lofOaM'wrSlpro,ina. GardmrSipn0.lne. a:eeeLMMnlm6umduetoS6.000oa*MMroomoaraatbnfonimaandoftorlanalbdlncroninpihawplam. GARDNERSIONS.INC. 1999 38'-7"t 30'-0" EQ. EQ. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8727 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 4/5/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: -~4zLt-c °L k-07'Ln-L$ CO-4-04~ Property Address : 12900 W 43RD DR Contractor License No. : 17728 Company : Ojala & Company Phone: 422-2001 Phone : 420 5656 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 nd ayree to abide by all conditions printed on this application, and that I assume full r onsibility for co li ce with the Wheat Ridge By~ilding Code (U.B.C.) and all other applica le heat Riidge oces, for work under tFrys perry~it. (OWNER)(CONTR4CTOR) Construction Value : $295,870.00 Permit Fee : $2,091.35 Plan Review Fee: $1,359.38 Use Tax : $4,438.05 Total: $7,888.78 Use: Description : 1 story site~ckst tiltup concrete offlibe)RV service/warehouse building w/22'6" total hgt. wlprecase double T roof structure & class A EPDM roof covering. Ddrive-in overhead doors for servicing living unit only, no vehicle service work here BUILDING DEPARTMENT USE ONLY offffl-IMIEW Approval: MO Zoning : pID Approvai : DM Approval : GK Occupancy : Walis Okay per Martin on 3/22/99 SIC : Sq. Ft. : okay 3/31/99, NO CERT OF OCCUPANCY TILL STREETS ARE INSTALLED AND APPROVED see attached Public Works review sheet, ENGINEERING FEE IS $550. 00 to be included in permit fee. TOTAL PERMIT FEE IS: $8,438.78 Roof : Stories : Residential Units : Electrical License No : 18583 Company :Osage Electric Co. Expiration Date : 2/28/2001 Approval : Plumbing License No :18498 Company :LANDGRAF PLUMBING INC. Expiration Date : 10/7/99 Approval: Mechanical License No : 19993 Company : Rogers & Sons Inc. Expiration Date : 5l21/99 Approval: (i) This permit was issued in accordance with the provisions set forih in yopur application and is subjec[ to the laws of the State of Coloratlo antl to the Zoning Regula5ons and Builtling Cotle of Wheat Ridge, Colorado or any o[her 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 abantlonetl 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 normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abantlonment has not exceeded one (7) year. If changes are matle or if suspension or abandonment exceeds one (7) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done thatwill change the natural flow of water causing a drainage problem. (5) Coniractor shall noti(y the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection wrd before proceediing with successive phases of thejob. (6) The issuance of a permit or the approval of drawings and specifcations shail not be construed to be a permit for, nor an approval of, any viola[ion of the provisions of the buil " g wdes or any other oMinance, law, rule or regulatioa @~pye~6o~'OY° Chief Buiiding Mspector ~ Feb-26-99 08:37A OEVREVFAX 303 235 2857 p 04 ; DEPAf2TMENT OF PLANNING AND DEVELOPMEII7 B uilding Permit Number : BUILDING INSPECTION DIV1SlON - 235-2855 i CiTY OF WHEAT RIDGE Date ! 7500 WEST 29TH AVENUE WHEAT RIDGE, Co 80215 A PpL1 CAT ~ ' LS~ ' Property Owner: StF1,f,4 (AN/Ul& i2CilJCt Lf PWP- to* i Property Address : 444kAUi ~'~~I` ~ Phone :-W?'¢?Z-2001 Contractor License No. : l_1'l a'LS t;XP. \oLa4kR irt31 Company: QTAtAkCorKPtinb Phone:1o3•~~0•5L6b OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDiNG AND AGRE _MENT Construction value :~295, &/0 1 1 hereby certify that the setback distances proposed by this pertnit application are ac urete, permit Fee : !1; r1f. 35 and do not violate applicable ordinances, rules or reguiations of the City of Wheat Ri< ye or covenants, easements or restrictions of record; that an measurements shown, ane a[ ayations 'ZP~.F. l 35q• 38 j made are accurate; that I have read and ayree to abide by all conditions printed on St is i application, and that I assume full responsibility for compliance with the Wheat Ridge Building Use Tax : i ~C ' -~I ! G,T~ I Code (U.B.C.) and all other applicable Wh_gat Ridge oYMPU s, for work under this farmit. Totai: ~ ~r2~' 757 (OWNER)(CONTRACTOR) SIGNED . DATE 1 story site cast tilt up concrete o fi Description_ 22'-6" total height with precast double roof covering.c: Driverin overhead doors vehicle service work here. 4"y usQ : . oo :e/R.V. service/warehouse building with T roofi structure and class A EPDM for servicing living unit only no rYIL 0k,r-(-LYl ('rVu~ BUILDiNG DEPARTMEN'f USE ONLY ~ Zo MeG3ftYR_l~ vyo li, v --Q SIC : SG: Fd..z.,4, Approval : ~ p~~q ~ ~`t Zoning : RECE9VED APProval l91L 3-37--te7 2 f31914 P" QUMnra" y~El qAIM C*4&D Q.,) ,z.VPQ, cs-0 5 ' c to 4 Approva! : L,. g- Occupancy : Wails : Roof : Stories : Re ni c5' Electrical License N: Plumbing License No : l% `E9f~ Mechanicaf License No : I 99°k3 ComPan 185 3 Y: OShGE IZLJ~c_T. Go i pL. Company : tAi,)ocans pLUr„Q, n'~G Co. Company : RoG~aS $1 Sce1S , 111C.. 3roC,o bSb,ctrs-r, 3isao FoRtsTSi. 4l'L6 YoXST. o~v co P,azi~ 3 pEl.tv , co ,8oaoi ~,W^sv cr~ AbaAG ~ Expiration Date: 4{ oqg Expiration Date: ~o-1 1 aq Expiration Date: G al R9 Approval: Approval: Approval: (1) This permil was issuetl in acmrCance with the provisions sel fohh in yopur applicalion: ntl is sub1ett to the laws ol the State o( Colo24o an0 to the Zoning Regulations and Building Code of Wneat RidBe. Cob2do or any olher aOPli~ble oNin :nces of the Ciry. (2) This pertnit shall axpire i! (A) ihe work authonzeC is nol mmmenced within siuty (80) d: ;s from issue Oate ot (B) the building auMOrizeO is susperWed or 8ban4one0 tor a peno0 of 120 days. (3) If this permit expires, a nevr pertnR may De acquired /or a fee of one-haif the amount n< malty requir¢d, pmvieed no changes have 4een or will ba made in the original plans and specJGCations and any suspension or abandonment has not ezceede I one (1) yeac if changes are made or if suspension or abandonment exceeds one (i) year, lull fees shall be paid for a new pertnd. (a) No work of any manner shall be Oone Ihat will change the naW21 Oow o/ waler causinga Oainage pro0lem. (5) Contraclor shall noti 8uiltling Inspeclor twenry-lour (24) hours in advance for all.r ;peclions anG shail receive written approvai on inspeclion wrd before proceediing with s s ve phases oi Me o6. (6) The issuance o/ ~ or the aOProval of tlrawings and specifwtions shall not be o) ~stned to Oe a permit for, nor an appmval ol, any violation of the provisions althe building es any~Minance,law,rule orregulation. Chief ►ARRANTY Square Footage 10.600 s.f. rm . . . . BuildingIdentification -CASEY'S R.V. SERVICE.CENTER Addrese of~Building4120YOUNGFIELD W 43RD DR"''....: WHEATRIDGE C6 . 80033 Warranty Period TEN (10) Years Bectinnina on07/30/99 Roofing Contractor'THE BAUEN CORPORATION ( 02473 )-'6or Ihe warranTyperiod indicatedabove, Firesfone Builtling Producis Company ("Fireslone"), Drvision of Bridgestone/Firestone, loc., warranfs to the , Buildin9 Owner {"Owner") above that Firestone wili, su6jecS to the Terms, Conditions, Limi[ations; and DeFini[ions sei forth below, repair any leak in ihe Firestone Rboting System ("System"). . . TERMS, CONDITIONS, LIMITATIONS, AND DEFINITIONS 1. The Sys[em is limited ro mean the Firesione 6rand membranes. Firestone brantl insulations, antl other Firestone brand accessories when installetl in accordance with Firesrone technical specificaliona 2. In the event any leak should occur in the System: (a) The Owner must qive written noiice to Frestone withm thirty (30) days of any ocwrrenca ot a leak. By so notifying Firestone, the Owner authorizes Firestone or ils designee to inves[igate the cause of theleak; (b) If upon investigation, . :Firestone determines that ihe leak is not exclutletl under the Terms, Conditions, Limitations and Definitions set forih below, the Owner's sole and exdusive remedy and Firestone's liabiliry shall be limited to ihe repair oi the leak; (c) Should the investigation reveal ihat ihe leak is excluded under [he Terms, Condi[ions, Limitations and Definitions set fohh below, investigation costs shall be paid by ihe Owner. Failure by Owner [o pay tor these costs shall render ihis tied Shield Root System Limited WarraMy ("Limited Warranty") nuli and void. If lhe cause of ihe leak is determined by Firestone to be outside the scope ot [his Limited Warranty, Firestone shail advise the Owner of the type antl/or extent of iepairs required to be made at the Owner's expense which, ii ihe Owner pmpedy makes, wiil permit ihis Limited Warranty to remain in effect tor ihe unexpired portion of its term. Failure by Ihe Owner to make ihese repairs in a reasonable manner and within a reasonabie time shall render this Limited Warranty null and void. (d) Any tlispute, controversy or claim behveen ihe Owner and Pirestone concerning ihis Limited Warranty shali besettled by final antl binding arbiiralion in accordance with Ihe American Arbitration Association's rules for the construction industry. -9. Firestone shall have no obligation under this Limited Warranry uniess antl un[il Firestone and ihe licensed applicator have been paid in full for all . materiais, supplies, services,warranty costs antl other costs which are included in, or incidental fo, ihe System. 4. Firestone shall have no obligation under this Limited Warranry, or any mher liability, now or in ihe future if a leak or damage is caused by: (a) ' Natural forces, disasters, or acts of Gotl including, but not limited to, winds in excess o155 MPH, hurricanes, tornadoes, hail, lighining, earthquakes, atomic radiation; insects, br animals; (b) Any act(s), conduct or omission(s) by any person, or act(s) of war,.which damages the System or which impairs Ihe Membrene's ability ro resist leaks; (c) Failure by ihe Owner to use reasonable care in maintaining the System; said mainienanceto :include, but not limited to those Rems listed on ihe reverse side of this Limited Warraniy titled "Pirestone Roofing Care and Maintenance Require- ments;" (d) Deterioration or failure of building components, including, but not limited to, ihe roof substrate, walls, mortar, HVAC units, etc.; (e) Condensation or intiltration of moisWre in, Ihrough, or around ihe walls, copings, rooftop hardware or equipment, building structure or undertying or ` surrountlin9 materials; (f) Any acid, oil, harmtul chemical, chemical or physical reaction and the like which comes in contact with the System, which damages the $ysiem, or which impairs the System's abiliry to resist leaks; (g) Alterations or repairs to ihe System not approved in wriiing by . ` Firestone; (h) The architecture, engineering, constmction or design of Ihe roof, rooting system, or building. Firesionedoes not undertake any . analysis oi the architecture or engineering required to evaluate what type of roof system is appropriate; (i) A change m building use or purpose; (j) :Failure to 9ivepmper notice as set torth in paragraph 1(a) above. . 6. This Limited Warranty shall be Iransferabie subjeci to Firestone inspeciion; written approval, and payment of the cudent iransfer fee.;- . 6. During the term of ihis Limitetl Warranty, Firestone, its designated representative or employees shzll have iree access [o ihe roof during regular business hours, ln ihe event that rooi access is limited due to seariry or other resirictions, Owner sfiall reimburse Firestone for all reasonable cosis ~ ; inreddurmg inspection andlorrepair of the.Systemwhich are due to delzys associatetl with said resirictions. Owner sfiall be responsible for [he : `temovat and replacement of any overburdens; superstiata or ovedays, either permanent or temporary, exclutling acceptetl srone 6allastor pavers, as.necessary,to ezpose ihe Sysiem for inspec)ion and/or repair. For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As appticant for a buiiding pemut in the Ciry of Wheat Ridge, I do hereby agree to the terms and conditions set forth belw for the issuance of a Certificate of Occupany in connection with this building permit. The issulnce of a Certificate of Occupancy requires: - 1. The completion and approval of final inspections and any necessary conections of electrical, plumbing, mechanical and framing systems. Inspections aze performed by the Building Division. 2. The comp(etion of site• drainage/grading requirements pec the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residenual and nonresidential projects with an approved final drainage report and plan, a letter of ceRificalion is required from the projects civil engineer of record. Inspection are perfoaned by the Public Works Depaztment. 3. The compietion and acceptance by the Ciry of Wheat Ridge of all required public improvements, or a Development Covenant may be processed in lieu of constructinf said improvements. The Public Warks Departrnent performs these inspections or provides the Development Covenant. 4. The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zoning Division. Al( the above items must be completed and signed off by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspeclion by the Building Division does not constitute authorization of a CeRificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Unfiform Building Code, Section 109) The City is not responsible for any real estate c(osings or other agreements conceming the property which may be affected by failure to compete the above items and obtain a Certificate of Occupancy. The City is under no obligation to issue n temporary Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. FIRESTONE ROOFING CARE AND MA1N7Etds1NCE REQl91REiNENi'S ( For Red Shield Roof System Limited Warrenty ) Congratulations on your purchase of a Firestone Roofing System! Your roof is a valuable asset and as such should be properly maintained. All roofs and roofing systems require periodic maintenance to perform as designed and to keep your Limited Warranty in full force and effect. 1. The roof must be inspected at least twice yearly (in the Spring and Fall), and after any severe storms. Record mainienance procedures as they occur. Log all access times and parties working on the roof. 2. Proper maintenance and good roofing practice requires ihat ponded water (defined as standing water on the roof forty-eight (48) hours after it stops raining) must not be allowed on the roof. Roofs must have slope to drain and all drain areas must remain clean. Bag and remove all debris from the roof since debris on the roof surface will be quickly swept into drains by rains. This will allow for proper water run-off and avoid overloading the roof with ponded water. 3. The Firestone Roofing System cannot be exposed to acids, solvents, greases, oil, tats, chemicals and the like. If the Firestone Roofing System is subject to contact with any such materials, contact Firestone immediately. 4. The Firestone Roofing System is designed to be a waterproofing membrane. If there is to be roof traffic for any reason, contact your Firestone Licensed Applicator before proceeding for the installation of approved protec- tive walkways. 5. Some Firestone roofing membranes require maintenance of the surface of the membrane in order to perform as designed: a. Smooth surfaced APP roofing membranes require the application of an approved liquid coating, such as Aluminum Roof Coating. If this coating is not applied as part of the initial roofing installation, it must be applied within the first five years after the roof is installed. In addition, this coating should be maintained as needed to recover any areas of the coating that have blistered, peeled or worn through. b. Granule surfaced APP or SBS roofing membranes require the application of additional roofing granules wherever the original factory application of granules has worn through due to roof traffic or some other event. ° c. EPDM and other single-piy roofing membranes do not normally require surface maintenance other than periodic inspection for contaminaMS (See Item 3.), cuts or punctures-0ccasionally, approved liquid roof coatings, such as Firestone AcryliTop, are applied to the surface of EPDM membranes in order to provide a lighter surface coloc Such coatings do not need to be maintained to assure the performance of the underlying EPDM roof inembrane, but some maintenance and re-coating may be necessary in order to maintain a uniform surface appearance. 6. All counterflashing, metal work, drains, skylights, equipment curb and supports, and any other rooftop accesso- ries functioning in conjunction with the Firestone Roofing System must be properly maintained at all times. In addition, roof sealants ( including, but not limited to Firestone Pourable Sealer and General Purpose Sealant ) are not covered under this warranty and must be maintained per Firestone Technical Specifications. 7. If any additional equipment is to be installed on your roof (e.g. HVAC units, TV antennas, etc.), contact Firestone, in writing, for approval before proceeding. 8. Should there be an addition to the building, requiring tie-in to the existing Firestone Roofing System, contaet Firestone before proceeding to ensure the tie-in is in accordance with Firestone specifications. 9. Should you have a leak: (a) Check for the obvious: clogged roof drains, loose counterflashings, broken skylights, open grills or vents, broken water pipes. (b) Note conditions resulting in leakage. Heavy or light rain, wind direction, temperature and time of day that the leak occurs are all important ciues to tracing roof leaks. Note whether the leak stops shortly after each rain or continues to drip until the roof is dry. If you are prepared with the facts, the diagnosis and repair of the leak can proceed more rapidly. (c) Contact Firestone Warranty Claims at 1-800-830-5612 immediately...but please don't call until you are reasonably sure that the Firestone Roofing System is the cause of the leak. Firestone feels that the preceding requirements will assist you, the building owner, in maintaining a watertight roof for many years. Remember, your roof is an investment. To maximize your return on this investment, maintenance is not only essential, but required. A4 ~ Virestone BUILDfNG PRODUCTS NOBODY COVERS YOU BETTEW 525 Congressional Blvd. Carmel, IN 46032-5607 1-800-428-4442 • 1317-575-7000 • FAX 1-317-575-7100 . . . . . 7a/98 - Hem # 87 Y07 . _ _ . . . . . ~ . . . . . . . - . - . IFireston"e NOW THAT YOU HAVE A NEW FIRESTONE ROOFING SYSTEM... . Congratulations on your purchase of a Firestone Roofing System! Your new roof is a valuable asset and as such should be properly maintained. All roofs require periodic maintenance to perForm as designed and to keep your Limited Warranty in full force and effect. The "Firestone Roofing Care And Maintenance Guidelines" printed on the back of your Firestone Roof System Limited Warranty contain a number of important items to assist you in maintaining a watertight roof for many years. These maintenance guidelines recommend that the roof be inspected at least twice yearly. Although this inspection can be performed by any qualified person selected by you, Firestone recommends that at least one inspection every year be conducted by the Firestone Licensed Applicator who instalied your roof. Whenever an inspection of the roof is performed, Firestone recommends that the following items be induded: ROOF CONDITIONS REQUIRING PERIODIC INSPECTION: Periodic inspection of the following items is very important to assure that the Firestone Roofing System not been exposed to conditions not covered by Firestone's Limited Warranty: a. Roof Traffic & Walkways: As stated in Firestone's System Design Instrudioris for all Firestone Roofing Systems, "Walkways help protect the membrane from damage due to necessary roof- top service traffic." Please note that walkways should be maintained at all roof access points, around all mechanical equipment which requires maintenance and at all areas where roof traffic more frequent than once a month is anticipated. If, because of traffic requirements, walkways need to be installed on your roof, contact your Firestone Licensed Applicator before proceeding. d. Discharges: All components of the Firestone roof system must be protected from discharges, such as petroleum producu, greases, oils and fats, acids and the like. If tha building will have any such discharges, please contact Firestone for suggested methods of protection. If, because of the presence of chemical discharges, protection measures are recommended, contact your Firestone Licensed Applicator before proceeding. c. Ponding Water: Proper maintenance and good roofing practice suggests that ponded water (defined as standing water on the roof forty-eight (48) hours after it stops raining) should not be allowed on the roof. Roofs must have slope to drain and all drain areas must remain ' clean. if ponded water areas are observed on the roof that cannot be corrected by periodic cleaning of drain areas, contact your Firestone Licensed Applicator. d. Storms: The roof must be inspected atter any severe storm, especially after any storm that involves high sustained winds, heavy wind gusts or tornado-like conditions. All roof surfaces should be inspected for damage caused by wind-blown debris. The roof also should be inspected after any hail or ice storm which could damage the roofing system. If storm-re- lated damage to the roof system is observed, contact your Firestonelicensed Applicator before proceeding. e. Moisture Infiltration: It is very important to insped the roofing system for moisture infiltration from sources excluded by Firestone's Limited Warranty. These sources can include but are not limited ta 1. Latent moisture in a pre-existing roofing system or roof insulation remaining beneath the Firestone Roofing System. 2. Moisture infiltration in or through building walls, copings, mortar joints and roof-top equipment. 3. Condensation of water vapor within the roofing system due to temperature and humidity differentials. Because inspection for moisture infiltration requires professional roofing experience, Firestone strongly recommends that this inspection be performed by a Firestone Licensed Applicator at least once a year. 11 NON-FIRESTONE MATERIALS: In some instances, non-Firestone supplied materials are used in conjunction with Firestone Roofing Systems. These materials may include, but are not limited to the following items: a. Locally-fabricated sheet metal flashings. b. Non-Firestone sealants at roof terminations. c. Non-Firestone roof insulations. d. Non-Firestone insulation fastening devices, including but not limited to roofing screws; insu- lation plates, construction adhesives and roofing asphalt. e. Preservative-treated wood nailers and blocking. f. Roof drains and drain insercs. g. Pre-fabricated roof curbs. h. Concrete walkway or ballast pavers. i: Stone ballast. j. Roof coati ngs. k. Penetration pocket sealants. Tit'¢StOt1¢ , ~ - , Because such items are not warranted by Firestone, it is important for you to establish an ongoing inspection and maintenance program to assure that the pe.rformance of nornFirestone materials does not adversely affect the weathertight integriry of the Firestone roofing system. Sheet metal items should be checked for weathertightness and re-anchored/recaulked as needed. Nailers and blocking should be checked for soundness, and replaced or re-secured if necessary. Roof drains and drain inserts should be cleared of any debris. Sealants should be inspected for shrinking or cracking and replaced as required. The integrity of roof insulation and insulation attachments should be verified. Walkway pavers should be checked for cracking or splitting and replaced if necessary. Ballast stone should be checked for deterioration due to freeze/thaw conditions. In addition, all ballasted roofs should be inspected for localized wind displacement of the ballast, especially along perimeter roof areas. In the event ballast displacement is observed, the ballast should be re-dispersed uniformly and the addition of larger ballast stones should be considered. FIRESTONE PRODUCTS REQUIRING PERIODIC MAINTENANCE: Some Firestone roof coatings and sealants require periodic maintenance to assure long-term per- formance and to keep the Firestone Limited Warranty in full force and effect. These products include but are not limited to the following itemr. a. Firestone Supplied Coatings. b. Firestone 5-70 Pourable Sealer. c. Firestone General Purpose Sealant. d. firestone Metal Flashing. Because such items must be maintained to keep the Firestone Limited Warranty in full force and effect, it is important for you to establish an ongoing inspection and maintenance program to assure that the performance of these products does not adversely affect the weathertight integrity of the Firestone roofing system. Roof coatings should be checked for checking, peeling or cracking and recoated as necessary. Sealants should be inspected for shrinkage or cracking and replaced as required. Pirestone metalflashing should be checked for weathertightness and re-anchored/recaulked as needed: Main- tenance to Firestone products must be performed by a Firestone Licensed Applicator. ' FIRESTONE PRODUCTS REQUIRING PERIODIC INSPECTION: Although the following Firestone products do not necessarily require periodic maintenance to assure long-term performance, periodic inspection is very important to assure that these products have not been exposed to conditions excluded by Firestone's Limited Warranty: a. The Firestone Roofing Membrane should be inspected for tears or punctures caused by wind storms, falling objects, roof traffic and the like. If the Firestone membrane is supplied with a factory applied coating, such as roofing granules, the coating should be inspected for any discontinuities caused by abrasion from wind, roof traffic or othersources. Tears, punctures and abrasions to the membrane must be repaired by a Licensed Firestone Applicator using Firestone specified repair procedures. 'FireStOllg In addition, the membrane should be inspected for any,contamination from discharges, such as petroleum products, greases, oils and fats, acids and the like. If any such discharges are observed on the membrane, please contact Firestone for suggested methods of protection. If, because of the presence of chemical discharges, protection measures are recommended by Firestone, contact your Firestone Licensed Applicator before proceeding. b. Firestone Wall Flashings also should be inspected for tears, punctures, abrasion and contami- nation from discharges, following the same procedures as for the Firestone Roof Membrane. ROOF INSPECTIONS AND SAFETY: Inspection of any roof sliould be undertaken only by qualified persons who are familiar with safe roofing practice, including all applicable occupational health and safety regulations relating to roofing and construction. firestone recommends that all roof inspections be performed by a Firestone Licensed Applicator or a similar roofing professional. 0 ARRANGING FOR PERIODIC ROOF INSPECTIONS: Please note that the cost of periodic inspections of your roof, either by your Firestone Licensed Appli- cator or by any other roofing professional, are not included in the cost of your Limited Warranty. Firestone recommends that you contact your Firestone Licensed Applicator to obtain a proposal for inspection and maintenance services. firestone feels that the preceding guidelines will help you maintain a watertight roof for many years. Whenever you have questions concerning your roofing system, do not hesitate to contact your Firestone Licensed Applicator or your local Firestone Sales Representative. . lFit'¢StOrie NOBODY COVERS YOU BETTER.! 525 Congressional Boulevard • Carmel, IN 46032-5607 1-800-428-4442 7-317-575-7000 Fax:1-317-575-7100 10/98 - Item # 828-01 DEPARTMENT OF PUBLIC WORKS 303-235-2861 7500 WEST 29T" AVENUE WFlEAT RIDGE, CO 80215 FAX 303-235-2857 July 29, 1999 OJALA & COMPAN Y 6425 W. 52ND AVENIJE ARVADA, CO. 80002 ,,itax.: 3ORDAiN E. vOFcEIY REC'D AUG 0 3 1999 Re: Letter of Acceptance for Right of Way Construction Permit Number 4928 This lette: is to inform you that the work performed at LOTS 3& 4. 44TA AVE INDUSTRIAL PARK under the terms and conditions of the above referenced permit, is hereby accepted by the City of Wheat Ridge as of July 29.1999. As defined by Section 21-30 Paragraph A of Ordinance No. 987 you will be responsible for maintenance of the work performed for a period of two (2) years from the date of acceptance. If you have any questions, please contact me at 303-235-2868. Respectfully, Y-egLdson, M.P.A. Development Review Engineer chb cc: File 44 Eldridge, L.L.C. 770 Heritage Road• Golden, Cobrado 80401 (303) 271-0650 • Fax (303) 271-0695 August 26, 1999 Greg Knudson, Ct ty of u,'he2? ?Z:do? 7500 W.29~'Avenue Wheat Ridge, Colo. 80215-6713 Dear Greg; Pursuant to our conversation of today, we would request that you issue as we discussed the Certificate of Occupancy on Casey's R.V. - Lots 3 and 4, 44`" Industriai Park. As you aze awaze, we have on deposit a Letter of Credit with the City of Wheat Ridge for $350,000.00 for completion of public improvements. The only things that are not complete aze: a portion of the drainage, approximately $15,000.00 and the top lift on the west two-thirds of West 43`d Drive, estimated $48,000.00 We would ask you to keep the Letter of Credit in place until we have completed the drainage work and certification. CDOT has promised our pemut any day. We have arranged to have our utility contractor install the pipe required with Citywide doing the concrete work and Kelley Trucking doing the dirt work. The completion date should be September 13 with the certificarion from our engineer on your desk within that same weeic. Thank you for your cooperation in this matter. TLH jj Sincerely, 1 Thomas L. Hartley ~ cc: Steve Casement 4ol ~ ~ ~ 0 ~ ~ 0 a ~ ~ O ~ •nn F+1 ~ W W I~m O (1) Q I ~ O U cli ~ ~ V 0 ~ m N ti V d d b m ~m ~ m~ 3 Z . N co Rt N « ~o a ~ ~ u m ~ ~ ~ N ` 75 ~ t ~ ~ ~ ~ ~ 0 Z' E 3 ~ U) N c f6 ~ o = . ~ v ' c ~ `c$ U ~ U d ~ ~ ~a i a ~ fl , z ~ 0 ~ ~ Y ~ Q ~ ~ ' s ofi: cr OO w ~ C0 Z - ~ ~ o 'O p c~s Q E- W p~ ~ ~ ~ W Z m w a. EL c c o ~ - L 1= cr ~ U m w Q~ C: ~ ~ O L ~ ~ ~ ~ c ~ ~ W p Ir ~ O C n a O C Q ~ Z ' ~ ~ Q Q ~ Q Q ~ a _ W. o 0 ~ o Q Q mpo ~ ~ a -j o o ~ a z g m z LL rn m ~ o> z , Y ~ ~ ~ D m c ~ .x C ~ a= I > ~ > ~ WW ~ go~g (L U- U) Ni l Z 1111 u- J . y W ~ o U)o . ~ JWU 'o U ~ ZQQ ~ o ~ ~ Q o N . ~ ~ ~a-u.. ~ occo ~ c~~ S.E U~ ~;U m N > a ~OLL; $ ~ zLL1- ~ ~ 0>~ N ~ ~ ~OW WEL ~U Z E $ Q U oW N M . -Ry + F .N 1 APR-02-99 03:10 PM OJALA COMPpNY 4207931 pe$~ 0\ IY~C fiPfi-' FF]I IS cZ2 Post-IY Fax Note 7871 fale pe°pes Ta ~N. OI Frem ~ Co.iDaPt Pnone k Pnone a S~ ~ Fax e caK a ~ ` , ~ P.01 P. @2 :LEPIIONE 279-Z85, ~•~~j ~1~'SQ!. NOR1 H TABLC MOUNTAIN WATER AND SANiTATION DFSTRICT 14806 WEST 5210 AVENVE. GOIDEN. GOLOqADO 80409-1228 CP,OC-bs Apri12, 1999 Mr. Steve Ca.snment Casey's Sales 4120 Youngfield Stteet Whcat Ridge, CO 80033 RE: 44ih Avenue Indttstrial park, I,uts; 3, 4, & 5 Dear Mr• Casemenc: I 2-°i Dc~ l,J ~I 3 r c 1 I~ Your request for timiled sewer service in comtcction with the nrew service and parts ceuter faCilities to bc located in the 44m Aveuae InQustrial Park is appruved. Xou arc autLvrized to discharge x;wagc &om recre.ationat ve}ueles to the Dis1rict Sewer System whea. ~,~r1'omijug service xnd(ot repairs_ It is undcrstood that this will not bc; a public dump stucion aild with yvtu operations will be used sotely in eotmeetion . An iuitia] cLarge of $10.00 per monlh m'lt be am-ssed for tLis servick, nis chargc will be; mvicwed periodically and may 6c adjusted Dased on actual usage. Please cal) ifyou havc sny yuestiais. Thanlc yau, T,eonar Httye~:s V T District En6incer/11~Sana~;i:r ec: Uave Fornuin OF WHEql City of Wheat Ridge ~ Po Planning and Development Department Memorandum TO: Bob Goebel, Public Works Director FROM: Alan White, Planning and Development Director 00 SUBJECT: 44"' Industrial Pazk ~9 ~ ~ • y~(`~ C/ DATE: Mazch 31, 1999 I spoke with Jerry Dahl about the issue of waiving an ordinance requirement by approving a development plan. One of the purposes of the planned development process is to establish the standazds of development in a project which vary from the established standazds throughout the Zoning Code. The process is also intended to provide flexibility in the development of the project. The waivers and flexibility provisions can include, and do in trus case, the waiver of certain processes or other requirements. Jerry's opinion was that Paragraph g on the Development Plan waived the requirement for a consolidation plat or any other document to be recorded. All that is required to build over a lot line is administrative approval of a waiver to the side setback and any other related requirements as they would effect interior side lot lines. ' Jerry will be calling you~,discuss this matter. Rather than waive any other requirement, i.e., a consolidation plat, ahd have no public record of the consolidation of the lots, the owner has agreed to provide a property merger agreement. This agreement, when recorded, combines the lots in perpetuity. They cannot be sold separately without subsequent approval of a subdivision. I believe that this agreement, though it won't be recorded with the plats, serves the same purpose as a consolidation piat. It creates a public record that the lots are now one and shall not be conveyed separately. The agreement will be picked up with any title search and show that the lots aze combined. The owner has agreed to provide this agreement and Jerry's opinion is that even this is not required. The property merger agreement, while I can't require it, seems to meet the objectives of both parties. I will permit the combining of the lots by this method in this planned development only. This agreement will be provided prior to issuance of a C.O. for the RV property. In all other instances, the merger agreement will be provided prior to issuance of a building pernut. I realize that this is not the preferred method for combining lots in the City, but our attorney has opined that in this particular P.D., the required method has been waived. I believe an acceptable altemative is being provided. - cc: Dave Kotecki, Sr. Project Engineer John McGuire, City Surveyor Greg Knudson, Development Review Engineer Marin Orner, Planner/Economic Development Specialist Darin Morgan, Codes Administrator MqR-25-99 08:26 AM OJALA COMPANY 4207931 P_01 Po4411` Faz Note 7671 Daic ~ n~70C► "o~ qp YL, Wt Fro~n Co.lDeP1. V Co. Pnone 8 I ~ Phone # ,~y ~ ry O_ (_l/ !J ! Faa N n~L ~ Fax k ~J March 22, 19947 ojaia & company Allan Whiro Plnnning Departmcnl 7500 Wc+l 291h Avenuc Wheat Ridgc, Colorado 80215 Rc. Casey's R. V. ScrviCe Center Site in the 44th AvcnUe Tndustrial Yark 3118199 ~ a yU0 w - Dear Allan, pQ Thank you again fnr exking time to meel with us on the above referenccd project. 1 am wriiing to confivn our understandinb of the itcros discussed in ihat meeting Following is a synopsis (also, rhis is response to i}ic plaoining Dcpartment Revicw f..anments); LANDS<:AY[NG 1. Per P!U Scaion h)6) Open Space and Landuaping, picase indicate that 60 percent of the irces ahalt be coniCcrs (requircd pnor to bulding pcrnut). Response Ojala K; Cumpany wiH makc changes ro t.and.cape to bring tru;z up to Go% conifera 2. ls Mr. Ca+cment interested in bu[Fering his usc Gom Ute CDO"C faciliry ro the ,outh? Rc,ponsz. No . 3 Per PID ticction li)10) Open Spau and Landscaping, there is a requiren,ent for landscaping thc 43td Drivc rigftt-uf-way. Thc lundscaping necdx io be shovm on lLc plan and coordinatcd xvith thc land developer (Tom ! farttey). Thi, mcans chat cinc of the three land+caping ahernatives in this section of tlie PID necds to be used to IandscaFie all the right-of-way ttnntage Cor West 43rd Drive including i.ot+'s, 4 and 5. Irrterior lanciscaping of Lot 5 can be done when thc lot is developed. Yaur plans shouW show the right-of-way tandscaping in some manncr, wiih a note tfiat the actual landscaping sha11 be done by Ihe projcct developer (required on plans prior to building pcrmil, requirc(i in ficld pripr to certifcate ot'occupancy). KsspunscLandscaping in thc 41rd Drivc ROW will be; miniitlum of 10' widlh of smooth river rock cobblc 4" min uver wccd fabiia Planted wittiin that sirip will be the requircments per PID Lixhibit R ttem h)10)('a). Tbe frontsgc in frojtt of Lol 4 and a portibn nf Lot 3 wiil be piamed by the Owncr of ihose 1ot,. Lot 3 frontagc xlong drainagc casement Will be planted and landscsped by the Park Dcveloper Tom ilartley. Thc ('a,ey's RW Ccnici project will be able to count this IandscaPe for it's site cnmpliance. ra?S Wes~52od Gvenuc ArvrAdl. CNoruJJ BoIUUL tWi.:Vliitrn-, 303-120 5B743 • rnr,siwilc 3i ~3.420-/5:11 MRR-25-99 08:27 AM OJRLq COMPqNY 4207931 P.02 4 Is it ncccs+ary to use the black slats in the chairi liiil: fence along the east sidc oC the project area on Lot 31 i rom our experience that .tu maierial JegRades rapidly in Colorado weatficr and cnds up bcing an zyesorc raiher ihan attractiva Tfie fencing wiihoat the slats would be praferabic tu ihe Planning Uepartment since no development case of the Ecncc, on Lot 7, is anti.-ipaied Responsc: Per dise;us,ion tlie fence will vcmain howevcr all black stats .vill 6c rzmoved from CGecing. PAKKING 1. I believe we necd to use the o(Iice parking celculatiun of one per 200 s.f. for all acwnf office squarc footaoe This would bring the ofTice parking requiremeni to 13 rathcr than R(requirCd p1'i0f lo building perniit) Respomsc: After di,cussion it wasi nnted tUat the Parking requiremem uscd was for office/warehouse -1 per 1000l1 per 2,000 with ihat calcutation we needed 2.. Thc perking spaces shown in [he south wesi portion of Lot 4 du not measuro ihe minimum of 10 feet by 20 fcei. 'fhis needs io bc diangeci so thxi all parking spaces are actualiy usable (required pnor to huilciing pcrnut). Rcsponse: Parking spnres shown are the dimensionat minimums that city requires - 8.5x18 for 90 degree parking. 3. where Witl the fuwre requireci pxrking area comc tiom whzn the building expancion on Lot a is constructed? This shouid be inciuded on the parking mxinx under a heeding such as Parking Ruquircd Por Puture Building Cxpansioq nr similar wording (mquliCd Prior to building permit). Kesponse Yarking for fuwrc building expansion wiil be in Ixx 5 as tbat expansiun frappenc (nolcd on ylans). 4 The entry gates into the pxrking area Rom Wcst R?rd Drice look like iliey will ncgatively impaa parking whcn thcy are opencd. Ptcase providc s notc oChow the opened giies wilf operate so as not tei impact parking ipaces (re(Iuircd prior to 6uilding pemtit). Response: (iates st entry ctrive swing budi ways and will be secured in open position open;ng out during business hours mid chey will be fidl height chain link for sxurity perOwners request. (nnt pipe tail as discusscd) 5. Pleasr pruvide a nute regarding the actunl usage of Ihe "Shpw. Slabi", and if thexe .paces are to bc inclucled in rnceting tlee parking rcyuirements It is imponant to fidly dcscrilm. the usc ariticipatad fi>r tNese slabs, to insurc tha[ long tcrni parking ofR Vs will not be an xllowsd use (re(iuirCd p[ior . to buildiitg NCnnit.) ReSponsc Show sixb+ xre actually delivcry slabs for use when vchides arc picked up by - purchnser. Thcy will be changed tu dG•livay c1a65 and x nole ihm parking is limi(cd to 24 liours Al.xo, dlfy ii'C nol uiCd in d12 parking COw1t. MRR-25-99 08:27 qM OJRLA COMPqNY 4207931 P.03 Pt.A"I-1'ING Pe* Scciion g) of tbe PIfJ, Planning Bepanment annroval will be reauireci in ordLi to buiid over the lot lfnc (t.ot+ 3 and 4), and a cvrresponding mylar should be rccorded ai the Counry. ThSs procedure will be cslled a Consolidativn Plwi Cor wluch I liave inctuded the procedure and an xppiicacion which you can complete and retum to che Plaiuung Department. Retevant easements should be climina[ed and alt utiiitic, sFiauld sign off on thc Consolidation Plat Additionally, at the suggestion of our Public Works Departmcn[, this nugln be a good opponuniry to split i,ot 3 and cteate a separatc Iol. containing tbe detenti(in bn;in (rcquired prior to buiiding permit). Kesponse: Per di.vcussion; Tom Hanley wnuld likc the platting to be as cxpcdient, simpie and Icast cost to new Owners as possible. The optiun discussed was a decd restriction tfiac would be filed with the City/Counry nnd would addres.s the yuilding of buildings on two Icits by not allowing the salc uf cidier lot separatcly. City surveyor and Alan White will Ieok imo ehis possibility. Al,o, the replating would not be required beforc pennit issua howcver, it would be necessary beCore C.O. PROPEaTV OwNERS ASSOCinriOrv We have yct to rcccivc a revised Property Ovnicrs Association document which addroxses maincenance of common arca, including detention are, landscaping (reyuired prior to building pcrtniQ. Responsc: Tont Iiartley wdll supply ihe ducumentc to lhc City addressing CiLy', concems bcforc pennit. Thank you Ibr youn celp in these matter.. Pleasc calf if nny ofthe above Ldormation i-s incnrrect or not as wc discussed. Sincercly, ~e~ jF'~ j{~!//[/ ~%y ~~iU~ v~ David C. Formaa Arcf»teci cc: Tom i lardcy Steve CasCmeni Martin Orncr Grcg Knudson The Ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 March 16, 1999 David Foreman Ojala & Company 6425 West 52nd Avenue fArvada,-CO 80002 GWheat GRidge rla'~i5~ ~ Subject: Building Permit; Casement R.V. @ 44`hIndustrial Park d Dear David: I have done an initial Planning Department review of the plans prepared by your office for the above referenced building permit. My comments aze as follows: LANDSCAPING 1. Per PID Section h) 6) Open Space and Landscaping, please indicate that 60 percent of the trees shall be conifers (required prior to building permit). 2. Is Mr. Casement interested in buffering his use from the CDOT facility to the south? 3. Per PID Section h) 10) Open Space and Landscaping, there is a requirement for landscaping the 43rd Drive right-of-way. The landscaping needs to be shown on the plan and coordinated with the land developer (Tom Hartley). This means that one of the three landscaping altematives in this section of the PID needs to be used to landscape all the ri~ght- of-way frontage for West 43rd Drive including Lots 3, 4 and 5. Interior landscaping of Lot 5 can be done when the lot is developed. Your plans should show the ri.-ht-of-way landscaping in some manner, with a note that the actual landscaping shall be done by the project developer (reqziired on plans prior to building permit, required in fie[d prior to certificate of occupancy). 4. Is it necessary to use the black slats in the chain link fence along the east side of the project area on Lot 3? From our experience the slat material degrades rapidly in Colorado weather and ends up being an eyesore rather than attractive. The fencing without the slats would be preferable to the Planning Department since no development east of the fence, on Lot 3, is anticipated. PARKING 1. I believe we need to use the office parking calculation of one per 200 s.f. for all actual office square footage. This would bring the office parking requirement to 13 rather than 8 (required prior to building permit). 2. The parking spaces shown in the south-west portion of Lot 4 do not measure the minimum oF 10 feet by 20 feet. This needs to be changed so that all parking spaces aze actually usable (required prior to building permit). (303) 234-5900 • ADMINISTRATION FAX: 234•5924 • POLICE DEPARTMENT FAX: 2354949 3. Where will the future required pazking area come from when the building expansion on Lot 4 is constructed? This should be included on the parking matrix under a heading such as Parking Required For Future Building Expansion, or similar wording (required prior to building permit). ' 4. The entry ;ates into the parking area from West 43`d Drive look like they will negatively impact parking when they aze opened. Please provide a note of how the opened gates will operate so as not to impact parking spaces (required prior to building permit). 5. Please provide a note regarding the actual usage of the "Show Slabs", and if these spaces aze to be included in meeting the pazking requirements. It is important to fully describe the use anticipated for these slabs, to insure that long terin pazking of R.V.s will not be an allowed use (required prior to building permit). PLATTING Per Section g) of the PID, Planning Department approval will be required in order to build over the lot line (Lots 3 and 4), and a conesponding mylaz should be recorded at the County. This procedure will be calIed a Consolidation Plat, for which I have included the procedure and an application which you can complete and return io the Planning Department. Relevant easements should be eliminated and all utilities should sign off on the Consolidation Plat. Additionally, at the suggestion of our Public Works Department, this might be agood opportunity to split Lot 3 and create a separate lot containing the detention basin (required prior to building permit). PROPERTY OWNERS ASSOCIATION We have yet to receive a revised Property Owners Association document which addresses maintenance of common azea, including detention area, landscaping (required prior to building permit). Thank you for giving us ample time to prepare comments on this application, and please call me at 303-235-2854 if you need more information or clarification. Sincerely, 1~-D.~~ iMartin Omer, AICP enclosure cc: Alan White Darin Morgan -Greg Knudson 44'h Avenue PID file Tom Hartley Tom Duffy ZONING AND DEVELOPMENT § 2630 which would violate the minimum property maintenance agreements may setback requirements of the under- be acceptable if approved by the city at- lying zone; (g) An increase in total floor area or of the ground covered by structures; (h) A reduction in the ratio of off-street parking and loading space to gross floor azea in structures; (i) An increase in approved residential densities. Any amendments to recorded Planned Euilding Group plans, whether amended administratively or by action of the plan- ning commission or city council, shall be recorded with the Jefferson County Clerk and Recorder in the same manner as the originally approved and recorded plan. Any withdrawa] or partial withdrawal of an approved and recorded plan shall be certified by the recordation of a"Declaza- tion of Withdrawal" of a Planned Building Group. (7) Subdiuision of land subject to PLanned Building Group Plan. Where it is desired to subdivide a pazcel of land, exclusive of condominium subdivision, which is either currently subject to, or is praposed to be subject to, the provisions of a Planned Building Group Plan, all requirements o£ the underlying zone district shall apply, • except that setback from interior lot lines (that is lot lines not abutting public streets or abutting adjacent separately owned property) may be less than normally re- quired if approved by the planned com- mission and/or city council at the time of subdivision approval. In addition, any land or facilities used in common, such as, but not limited to, drainage facilities and az- eas, common parking azeas, ingress/egress drives, and landscaping or open space areas, shall be reserved by easement, or other acceptable instrument, for the con- tinued right of common use of these areas or facilities. Maintenance of any such az- eas or facilities shall accrue to the owner of each individual lot wherein such com- mon area or facility lies, except that other tomey. It is the intent of this section 26- 30(C) that subdivision review may be carried out simuitaneously with the review of Planned Building Group plans permitted herein. All require- ments of the subdivision regulations for either minor (four (4) or fewer lots) or for major (five (5) or more lots) subdivisions, in addition to those of a Planned Building Group plan, must be satisfied if there are any pazcel divisions created, or if there aze any dedications for streets or other public purposes. In cases where subdivision requirements aze to be met as described herein, the appli- cant must submit separate sheet(s) in addition to the Planned Building Group plan. (D) Deuelopment on Multiple Parcels or Lots (Consolidation P[at or Deed): It is the intent of the City of Wheat Ridge that where a development entails the aggregation or consolidation of two (2) or more lots or pazcels of land or portions thereof in order to accommodate such development, such shall be considered a development lot. Prior to issuance of a building permit in such instances, the owner shall file a consolidation plat or a consolidation deed, together with certified bound- ary survey, which plat or deed and survey shall be reviewed by the department of public works for accuracy and, if found to be accurate, shall be recorded by the owner with the Jeffersan County Clerk and Recorder. All consolidation plats or consolidation deeds for multifamily dwelling development shall be accompanied by a Type I site plan, as set forth by section 26-6(E) of this Zoning Ordinance. Such consolidation plats and deeds, together with the site plan, shall be subject to review by the plan- ning commission and city council following the same application procedures, noticerequirements and approval procedures and standazds for re- view as for a Planned Building Group. The pur- pose of these provisions is to avoid the construc- Supp. Yo. 20 1773