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HomeMy WebLinkAbout12901 W. 43rd Drivei CITY OF WHEAT RIDGE Building Inspection Division �'(303) (303) 234-5933 Inspection line 5g-21855 Office • (303) 237-8929Fax (23 INSPECTCON 1NOTCE, %y? C C ir_- n j r, "/ Inspection Type: y) 8 h! Job Address: 1-P 9 o ! w L) r - Permit Number: -D D 1,;F5 o a 9 3 c- i ❑ No one available for inspection: Time q _ -.;40MMfPM Re -Inspection required: Yes to *When corrections have been made, call for re -inspection at 303-234-5933 Date: 'r) 1 I / I Inspector: -T- t_,� 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: l0,3 Job Address: ;Z�/ Permit Number: C) 4x ❑ No one available for inspection: Time , A11/PM Re -Inspection required: Yes No When corrections have been made,-Cwi for re -inspection at 303-234-5933 Dater(.3— lnspe�/,5 DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Electric PERMIT - 201802935 PERMIT NO: 201802935 ISSUED: 11/15/2018 JOB ADDRESS: 12901 W 43rd Dr EXPIRES: 11/15/2019 JOB DESCRIPTION: Install 60 KW gas standby generator with 400 amp automatic transfer switch **REVISION: Adding 6 ft of gas piping; Added valuation: $500.00 *** CONTACTS *** OWNER (303)431-8121 FAIRMOUNT FIRE PROTECTION DIST GC (303)871-0550 Linda Springstead 020841 Computer Sites, Inc. SUB (303)871-0550 Linda Springstead 020841 Computer Sites, Inc. SUB (303)871-0550 Linda Springstead 020841 Computer Sites, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 500 / Government/Church/Library BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION: FEES 0.00 474.21 1,039.50 729.55 2,243.26 49,500.00 *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is 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 le ally 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 accompanying approved plans and specifications. Signature o OWIR or CONIthe mrmation R (Circle one) Date a/ 1. This permit was issued based provided in the permit application and accompanying plans and specifications and is subject to the compliance withuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to I 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 all not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or rdmance or , ulation of this jurisdiction. Approval of work is subject to field inspection. a Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Commercial Electric PERMIT - 201802935 PERMIT NO: 201802935 ISSUED: 11/15/2018 JOB ADDRESS: 12901 W 43rd Dr EXPIRES: 11/15/2019 JOB DESCRIPTION: Install 60 KW gas standby generator with 400 amp automatic transfer switch **REVISION: Adding 6 ft of gas piping; Added valuation: $500.00 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 le ally 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 accompanying approved plans and specifications. Signature o OWIR or CONIthe mrmation R (Circle one) Date a/ 1. This permit was issued based provided in the permit application and accompanying plans and specifications and is subject to the compliance withuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to I 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 all not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or rdmance or , ulation of this jurisdiction. Approval of work is subject to field inspection. a Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat dgi COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Lino: .303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY I Date: 11/y � _11/ Add to Permit # �KOO, Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Zgol �.lc-.(. L -t Dc, Property Owner (please print l/Lk 2NIojts� -t�7( Q;1;7 Phone: 1. Property Owner Email: Mailing Address: (if different than property address) Address: City, State Zip: Submitting Com any Contact Person:. '�1`''I Phone: -3� 0� C4 o•4(-`� Contractor: '---c> ( ri" �2 `; t�_<,, Contractors City License #: Contractor E-mail Address: r4vej A Phone: -3 5`7 1 - -5F5-0 Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps 6' 4ow- -ro r2- Sq. z Q"kuL (-> %a Btu's Gallons Squares Other P ek4-xL- fL Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ &6)0, oo OVVNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: �,(�11.� SIGNATURE. DATE: ZONING COMMMENTS. Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS. Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ City of /9Whea-t �idge ML Nnx DEVELOPMENT Building & Inspection Services 7500 W. 290' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax. 303-237-8929 Inspection Line: 303-2345933 Email' perm its(&ci.wheatridae.co.us Building Permit '** Complete all applicable highlighted Incomplete applications may FOR OFFICE USE ONLY Daft.* I/M/ pr8tiaernn� �� l C4 � 5 Aran Review fee: Application areas on both sides of this form. not be processed. I Property Address: 12901 West 43rd Drive, Golden, CO 80403 Property Owner (please print): Fairmount Fire Protection District Phone: 303-279-2928 Property Owner Email: Admin Fairmount.org or RGoodman@FairmountFire.org Lt. Rick Goodman (Maintenance and Special Projects) Tenant Name (Commercial Projects Only) Fairmount Fire Protection District Property Owner Mailing Address: (if different than property address) Address: District Office / Station 31, 4755 Isabell Street City, State, Zip: Golden, CO 80403 rchi*e„ttEnoin er• David M. Kazin, P.E., Kazin & Associates, Inc. Architect/Engineer E-mail: dkazin@dmka.com Phone: 720-489-1609 Contractor Name: Computer Sites, Inc. City of Wheat Ridge License M. 020841 Phone: 303-871-0550 Contractor E-mail Address: Linda@ComputerSites.net For Pian Review Questions & Comments (please print): CONTACT NAME (please print): Ty Pillar Phone: 303-871-0550 CONTACT EMA1L(p/ease print): TPillar@computersites.net Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical! Plumbing° Mechanical: W.R. City License 0 020841 W.R. City license # W.R. City License s Other City Licensed Sub: Other City Licensed Sub: City License s City License # Complete all highlighted fields. %COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL. projects, provide a detaligg 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. 7A)VAw ST.405Y 9E&Z'-AAT0JZ_ Sq. FULF BTUs Gallons Amps Squares For Solar: _ KW # of Panels Requlm Sbuctttral For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of Lli materials and labor included in the nre project) $ yq, 000 -42:1— OWNERICONTRACCOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify tint the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wbeat Ridge or covenants, casements or mst fictions of rtconf; that all measurements shown and allegations made arc 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 Midge codes and ordinances for worst 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 lcgal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE (OIVNER (CONTRACTOR) nr (AumoRIZEDRRPRESENTATII'E) of (owNER) (CONTRACTOR) Finale e'si (nrst and last came): ) s �- z . DATE: 4Z2 Priated Name: Gary Spritigstead ZONING COMMMENT& Reviewer. E U MING DEPARTMENT COMMENTS Reviewer PUBLIC WORKS COMMENTS Reviewer. OCCUPANCY CLASSIFICATION: CONSTRUCTK)N TYPE Building Division Valuation: v _ City or `iV hcat 1 Id gc Cm' OF WHEAT RIDGE BUILDING AND INSPECTION $ERvIcES DMSION 7500 W 29th Ave Wheat Ridge, CO 80033.8001 p. 303.235.2835.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission fort from a required agency will not be accepted or processed. Date: l ProjectAddress: 12901 W. 43rd Drive, Golden, CO 80403 Name of Firmlindividual submitting documents: Computer Sites Inc. Project Type/Description: Install 60kAT Natural Gas Generator and 400 Amp Automatic Transfer Switch Signature of Firm Representative or individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1. t C- H , am a duly authorized representative of the agency indicated below and do, by my signature 6elow, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Aaencv represented: (Please check one) Y— Fairmont Fire Agency Notes: Signature: �,t�.l� ��vr�u�2. Date: /0/2 9// s Specification sheet Power Connect m Series RX60 Features and benefits Robust product design and testing - The generator is designed to operate under extreme environmental conditions including cold weather starts at as low as -40 T. The generator is tested and certified per the latest EPA, UL and IBC Seismic standards and is capable of meeting NFPA110 requirements when equipped with the necessary accessories and properly installed. Flexible Exercise mode - The innovative, flexible exercise mode enables the generator to exercise at a time, frequency and duration that suits the customer's preference - as little as 2 minutes every 6 months - reducing unnecessary fuel consumption, emissions and noise. Weight, size and sound level /Power Generation Advanced Enclosure Design - The aesthetically appealing enclosure incorporates special designs that deliver one of the quietest generators of its kind. Aluminum material plus durable powder coat paint provides the best anti -corrosion performance. The robust design is capable of withstanding winds up to 150 MPH and the intelligent design has removable panels and service doors to provide easy access for service and maintenance. Self diagnostics and easy service - The generator is equipped with Cummins PowerCommand electronic control to provide industry-leading self diagnostic capabilities. In addition, critical components of the generator are designed to ensure service and preventive maintenance can be completed in a short period of time. Weight: 1429 lbs (648 kg) Size: Length 94 in (2388 mm), width 34 in (864 mm), height 45.5 in (1156 mm) Sound: 69 dB(A) at 23 ft (7 m) with sound level 2 enclosure Rated amps' I Circuit breaker Series Model Phase Voltage (V) Frequency (Hz) (NG/LPV fuel) (Amps) RX60 C60 N6N 1 120/240 60 250.0/250.0 250 3 120/208 60 208.2/208.2 250 3 120/240 60 180.6/180.6 200 3 277/480 60 90.3/90.3 100 ' Derating guidelines: Engine power available up to 114m (375 ft) at ambient temperatures up to 40 °C (104 °F). Above these elevations derate at 4% per 305m (1000 ft) and 2% per 10'C above 40'C (104 °F). Our eneW worldng for you:' ©2014 Cummins Inc. i NAS -5794b -EN (1/14) power.cummins.com Product features Engine • Natural gas/propane 3600 rpm engine • Engine air cleaner - normal duty • Electronic governor, isochronous • Engine starter, 12 VDC motor • Shutdown - low oil pressure • Extension - oil drain • Engine oil Fuel System • Single fuel - natural gas or propane vapor, field selectable Alternator • 60 Hz, 1 phase, 4 lead, or 3 phase, 12 lead, 120 °C temperature rise at 40 °C ambient • Exciter/voltage regulator - torque match Control • PowerCommand 1.1 • Display language - English • Control mounting, right facing Electrical • Single circuit breaker, UL certified, right -side mounted • Battery charging alternator, normal duty • Battery charger - 5 Amp, regulated Cooling • Generator set cooling capability - 50 °C • Shutdown - low coolant level • Engine coolant - 50/50 mixture • Extension - coolant drain Enclosure • Aluminum enclosure Sound Level 1 with muffler installed, sandstone color • Wind rating - 150 MPH Code compliance • UL 2200 • EPA emissions, emergency, stationary, 40CFR60 • IBC Seismic • NFPA110 capable Generator set application • Coolant heater • Battery rack • Flexible fuel line • Literature (English) - operator's manual, installation quick guide and manual, service manual Warranty • Base warranty - 2 year standby • Extended warranties available Packaging • Shipping pallet, poly bag Our energy working for you." 02014 Cummins Inc. I NAS -5794b -EN (1/14) Generator set performance Governor regulation class: ISO 8528 Part 1 Class G3 Voltage regulation, no load to full load: ±1.0% Random voltage variation: ±1.0% Frequency regulation: Isochronous Random frequency variation: ± 0.25% @ 60 Hz Radio frequency emissions compliance: Meets requirements of most industrial and commercial applications Engine Design: Turbo with after cooler Bore: 86.5 mm (3.4 in) Stroke: 100.0 mm (3.94 in) Displacement: 2.4 liters (143.5 in) Cylinder block: Cast iron, in-line 4 cylinder Battery capacity: 550 amps at ambient temperature of 0°F to 32°F( -18°C toO°C) Battery charging alternator: 55 amps Starting voltage: 12 volt, negative ground Lube oil filter type(s): Spin -on with relief valve Standard cooling system: 50° C (122° F) ambient cooling system Rated speed: 3600 rpm Fuel supply pressure Minimum fuel supply pressure, kPa (in H2O): 1.5 (6.0) Maximum fuel supply pressure, kPa (in HsO): 3.5 (14.0) Control system The PowerCommandO electronic control is standard equipment and provides total generator set system integration including automatic remote starting/stopping, precise frequency and voltage regulation, alarm and status message display, output metering, auto -shutdown at fault detection and NFPA 110 Level 1 compliance. Sound attenuated enclosure The aesthetically appealing enclosure incorporates special designs that deliver one of the quietest generators of its kind. Aluminum material plus durable powder coat paint provides the best anti -corrosion performance. The robust design is capable of withstanding winds up to 150 MPH and the intelligent design has removable panels and service doors to provide easy access for service and maintenance. power.cummins.com Average fuel consumption Fuel consumption - natural gas Fuel consumption - LP vapor Load: 1/4 1/2 3/4 Full Load: 1/4 1/2 3/4 Full Ft'/hr: 314.2 485.7 642.8 814.2 Ft'/hr: 142.0 193.6 261.9 324.6 M'/hr: 8.8 13.6 18.0 22.8 M'/hr: 4.0 5.4 7.3 9.1 GaVhr 3.9 5.4 7.3 9.0 Conversion factor: 8.58 ft3 = 1 Ib 0.535m3 = 1 kg 36.39 ft3 = 1 gal Easy service and installation Removable Service Door Display Oil Check Oil Fill Ply Customer Access Door Circuit Breaker Natural Gas/Liquid Propane Fuel Connection Air Cleaner Coolant Fill Our energy working for you ©2014 Cummins Inc. I NAS -5794b -EN (1/14) power.cummins.com Basic dimensions DISTANCE REWIRED TO LIFT OFF SERVICE PANELS RADIATOR FILL rT1ACCESS 610 610 (241 t28] AIR INTANE AREAS / - AIR AND EXHAUST 7 / �- DISCNAAGE AREA \ /� 170° 445 • / 120 DIMENSION WITH 1 17ACCESS DOOR OPEN M 432`—CENTER INLET VIEW f 1111 �{ OF GRAVE iY 86 -0 1341 ACCESS DOOR FOR ENTER OF GRAVITY OPERATOR PANEL AND CIRCUIT BREAKER HANDLE TOP VIEW 2384 L947 NES I TOP VIEW 2384 L947 NES O LATCHES AAE --{ SERVICE PANED "—FUEL CONNECTION �—SERVICE PANEL NLA ry LOCKABLE 83.27 1173 194 SERVICE PANEL SERVICE PANEL RH,Tii S<DE VIEW t et l LEFT � VIEIq Note: This outline drawing is provided for general reference only and is not intended for use in design or installation. For more information, see Operators and Installation manuals or contact your distributor or dealer for assistance. Automatic transfer panel configurations NES a >(100M ANP) CIBINWIgMPA1F1 Itmnao AMPI G1811RN11014IAIG1. Trol n '�— Al1Yf1YATICIMNN'BI PANEL Typical service entrance ATS model installation (t 00/200A) M LOAC8 Typical non -service entrance ATS model installation (100/200A) tPANtuE• pm AUP) AU10•AYIG IMN9. YPAN6FEP 6HENATd1 _ AWp. Dedicated emergency standby service system (100/200A) Our energy worldng for you:' ©2014 Cummins Inc. I NAS -5794b -EN (1/14) power.cummins.com 100A and 200A Service entrance Our onwW working for you ©2014 Cummins Inc. I NAS -5794b -EN (1/14) power.cummins.com I — - - --° Our onwW working for you ©2014 Cummins Inc. I NAS -5794b -EN (1/14) power.cummins.com I �o 1 Our onwW working for you ©2014 Cummins Inc. I NAS -5794b -EN (1/14) power.cummins.com Accessories • Coolant heater • Extreme cold weather kit • HMI211 RS in-home display, including pre -configured 12" harness • HM1211 remote display, including pre -configured 12" harness • HM1220 remote display • Auxiliary output relays (2) • Auxiliary configurable signal inputs (8) and relay outputs (8) • Annunciator - RS485 • Internet monitoring device - PowerCommand 500 • Battery chargers - stand-alone, 12V • Enclosure Sound Level 1 to Sound Level 2 upgrade kit • Enclosure paint touch up kit • Base barrier - elevated generator set • Alternator heater • Maintenance and service kit • Engine lift kit Transfer switch (also sold separately) • Automatic Transfer Switches available in 100A and 200A. • Service Entrance models also available, which helps reduce the installation cost. • All models UL listed to UL 1008 standard. • Available for both Indoor and Outdoor applications. • Compact design and compatibility with the Cummins generator set helps reduce the installation time for the complete application. Warranty policy The Cummins RS and RX generator set models come with a 2 year standby warranty. Automatic Transfer Switches come standard with a 2 year warranty. Extended warranty options available. Please see Cummins' dealers/distributors for details. After sale support Largest distributor/dealer support network Cummins Power Generation generator sets are supported by the largest and best trained worldwide certified distributor/dealer network in the industry. The network of knowledgeable and highly trained dealers will tl CP ® help you select the right generator for your application and advise you on associated accessories for your generator. The dealer network can also help answer any questions you may have regarding operation and maintenances requirements of the generators. This same k ff I_+ I f 1 d Standby rating based on: Applicable for supplying emergency power for the duration of normal power interruption. No sustained overload capability is available for this rating. (Equivalent to fuel stop power in accordance with IS03046, AS2789, DIN6271 and BS5514.) nominally rated. See T030. networ o ers a comp e e se ectlon o common y use generator set maintenance parts, manuals and specification sheets. Manuals: Operation and installation manuals ship with the generator set. To obtain additional copies or other manuals for this model, see your distributor/dealer and request the following manual numbers: Operator (A045R242), Installation (A04511241), Parts (A046Z674), Service (AO45R243). To easily locate the nearest certified distributor/dealer for Cummins generators in your area, or for more information, contact us at 1-800-344-0039 or visit power. cummins.com. Contact your distributor/dealer for more information. North America 1400 73rd Avenue N.E. Minneapolis, MN 55432 USA Phone 763 574 5000 Fax 763 574 5298 Our anergy woridng for you: 02014 Cummins Inc. All rights reserved. Cummins is a registered trademark of Cummins Inc. "Our energy working for you." is a trademark of Cummins Power Generation. Other company, product, or service names may be trademarks or service marks of others. Specifications are subject to change without notice. NAS -5794b -EN (1/14) ANN Power Generation power.cummins.com CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 092888 Issued: 12/22/10 Stipulations: Remodel of Existing Building for Fire Station. 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 ode district in which it is located and may be occupied 11'other licensing requirements for the City musgzbe met. Site Address: 12901 W 43RD DR Parcel Number: 39- 202 -02 -002 Owner: Fairmont Fire Protection Dr. 4755 Isbell St. Golden, CO 80403 Contractor: Jack E. Major Jr. Major Heating 6285 W. 48th Ave Wheat Ridge, CO 80033 For the Following Purpose: Commercial Remodel Code Editions NO change shall be made in the USE of 2006 ICC /2008 NEC this building without prior notice 06 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. Inspector Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 12/22/10 13:48:09 City of Wheat Ridge Page 1 bp701 -1s PERMIT INFORMATION - 092888 mmackey PERMIT INFORMATION: Permit #: 092888 Address: 12901 W 43RD DR Permit Type: Commercial Remodel Parcel Cd: 39- 202 -02 -002 Permit Dt: 09/30/2009 OWNER: Expires: 12/22/2010 Address: 4755 Isbell St. City /St /Zip: Golden, CO 80403 LANG PARCEL INFORMATION: Zone Cd: Planned Ind. Develop DO: 0 SetBacks- Front: 0.0 Funct Use: Industrial Last Zone Dt: Left: 0.0 Subdivision: 44TH INDUSTRIAL PARK Annex Dt: Right: 0.0 Cent Type: Erick Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: Remodel of building to make into fire station. FEES QTY DUE PAID: Permit Fee 115,000.00 1,401.15 1,401.15 Plan Review Fee .00 910.75 910.75 Total Valuation 115,000.00 .00 .00 Use Tax 115,000.00 2,070.00 2,070.00 ---- - - - - -- --- - - - - -- 4,381.90 4,381.90 CONTACTS: owner Fairmont Fire Protection Dr. 4755 Isbell St. Golden, CO 80403 3032792926 go CL1 Major Heating Jack E. Major Jr. 6285 W. 48th Ave Wheat Ridge, CO 80033 3034241622 sub CL9 Major Heating Jack E. Major Jr. 6285 W. 48th Ave Wheat Ridge, CO 80033 3034241622 sub CIA Konrad Electric, Inc. James E. Konrad 6919 Estes Drive Arvada, CO 80004 3034235760 sub CIS Crestview Plumbing 20226 CR 4 Hudson, CO 80642 3036541301 PARCEL INFORMATION: 10 Structure Type 706 20 Year Built 2003 30 Property Type COMMR PERMIT CONDITIONS: AT: Approved. PID. KC: Approved per red line notes. Subject to field inspection. Must comply with 2003 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. APPROVALS: Reg Apprv'1 Date Approver Note -------------- - - - --- -- - - - - -- ------------------------ - - - - -- ------------------------------------------------------------ Planning 09/30/09 AT REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 09/30/09 CREATED FROM APPL# 09 -0239 INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO PRO DT INS DT STATUS 1 COU:COUrtesy 01/27/10 no kc 01/28/10 01/28/10 COMPLETE 2 dws:Drywall screw /nail 01 -7013 02/16/10 no kc 02/17/10 02/17/10 PARTIAL 3 fri:Framing Rough Insp. 01 -7013 02/16/10 no kc 02/17/10 02/17/10 PARTIAL 12/22/10 13:40:09 City of Wheat Ridge Page 2 bp70l -ls PERMIT INFORMATION - 092888 mmackey 4 pri:Plumbing Rough Insp. 02 -2111 04/09/10 no kc 04/12/10 04/12/10 PARTIAL 5 MRI:MeChanjCal Rough Ins 04/12/10 no KC 04/12/10 04/12/10 PARTIAL 6 fri:Framing Rough Insp. 04/15/10 no rp 04/16/10 04/16/10 PARTIAL 7 eri:Electrical Rough Ins 01 -8201 04/16/10 no rp 04/19/10 04/16/10 8 ins:Insulation 01 -7013 04/16/10 no rp 04/19/10 04/16/10 9 Eri:Electrical Rough Ins 04/16/10 no rp 04/16/10 04/16/10 PARTIAL 10 eri:Electrical Rough Ins 01 -8201 04/20/10 no rp 04/21/10 04/21/10 PARTIAL 11 ins:Insvlation 04/20/10 no rp 04/21/10 04/21/10 PARTIAL 12 Dws:Drywall screw /nail 04/20/10 no rp 04/21/10 04/21/10 PARTIAL 13 dws:Drywall screw /nail 04/27/10 no kc 04/28/10 04/28/10 PARTIAL 14 INS:Insulation 04/28/10 no KC 04/28/10 04/28/10 PARTIAL 15 dws:Drywall screw /nail 05/03/10 no kc 05/04/10 05/04/10 PARTIAL 16 FRI:Framing Rough Insp. 05/04/10 no KC 05/04/10 05/04/10 PARTIAL 17 dws:Drywall screw /nail 05/14/10 no rp 05/17/10 05/17/10 PARTIAL 18 eri:Electrical Rough Ins 01 -8201 05/16/10 no rP 05/19/10 05/19/10 PARTIAL 19 fri:Framing Rough Insp. 05/18/10 no rp 05/19/10 05/19/10 PARTIAL 20 dws:Drywall screw /nail 05119110 no kc 05/20/10 05/20/10 PARTIAL 21 MFI:Mechanical Final 01 -7013 05/24/10 no RP 05/25/10 05/25/10 PARTIAL 22 EFI:Electrical Final IRS 01 -8201 05/24/10 no RP 05/25/10 05/25/10 PARTIAL 23 SFI:Building Final Insp 01 -7013 06/02/10 no RP 06/03/10 06/03/10 PARTIAL 24 PUG:Plumbing Underground 01 -7013 06/16/10 no KC 06/17/10 06/17/10 COMPLETE 25 PRI:Plumbing Rough Insp. 02 -2111 06/30/10 no KC 07/01/10 07/01/10 PARTIAL 26 ERI:Electrical Rough Ins 01 -8201 06/30/10 no MV 07/01/10 07/01/10 PARTIAL 27 FRI:Framing Rough Insp. 01 -7013 06/30/10 no KC 07/10/10 28 eri:Electrical Rough Ins 01 -6201 07/21/10 no my 07/22/10 07/22/10 PARTIAL 29 fri:Framing Rough Insp. 07/21/10 no kc 07/22/10 07/22/10 PARTIAL 30 INS:IRsulation 01 -7013 07/23/10 no KC 07/26/10 07/26/10 COMPLETE 31 DWS:Drywall screw /nail 01 -7013 07/23/10 no KC 07/26/10 07/26/10 PARTIAL 32 DWS:Drywall screw /nail 01 -7013 08/16/10 no MV 08/17/10 08/17/10 PARTIAL 33 MRI:Mechanical Rough Ins 01 -7013 10 /11 /10 no KC 10/12/10 10/12/10 PARTIAL 34 FRI:Framing Rough Insp. 01 -7013 10 /11 /10 no KC 10/12/10 10/12/10 PARTIAL 35 ERI:Electrical Rough Ins 01 -8201 10/11/10 no MV 10/12/10 10/12/10 PARTIAL 36 EFI:Electrical Final Ins 01 -8201 10/13/10 no MV 10/12/10 10/12/10 PARTIAL 37 ERI:Electrical Rough Ins 01 -8201 11/01/10 no KC 11/02/10 11/02/10 COMPLETE 38 FRI:Framing Rough Insp. 01 -7013 11/01/10 no KC 11/02/10 11/02/10 PARTIAL 39 MRI:Mechanical Rough Ins 01 -7013 11/02/10 no KC 11/02/10 11/02/10 PARTIAL 40 INS:Insulation 01 -7013 11/02/10 no KC 11/02/10 11/02/10 COMPLETE 41 DWS:Drywall screw /nail 01 -7013 11/03/10 no KC 11/04/10 11/04/10 COMPLETE 42 ERI:Electrical Rough Ins 01 -8201 11/16/10 no KC 11/17/10 11/17/10 COMPLETE 43 MRI:Mechanical Rough Ins 01 -7013 11/16/10 no KC 11/17/10 11/17/10 COMPLETE 44 FRI:Framing Rough Insp. 01 -7013 11/16/10 no KC 11/17/10 11/17/10 COMPLETE 45 MFI:Mechanical Final 01 -7013 12/09/10 no SCSI 12/10/10 12/10/10 INCOMPLETE 46 PFI:Plnmbing Final Insp 02 -2111 12/09/10 no SCSI 12/10/10 12/10/10 INCOMPLETE 47 EFI:Electrical Final Ins 01 -8201 12/09/10 no SCSI 12/10/10 12/10/10 INCOMPLETE 48 BFI:Building Final Insp 01 -7013 12/09/10 no SCSI 12/10/10 12/10/10 INCOMPLETE 49 EFI:Electrical Final Ins 01 -8201 12/14/10 no MV 12/15/10 12/15/10 COMPLETE 50 PFI:Plumbing Final Insp 02 -2111 12/14/10 no KC 12/15/10 12/15/10 COMPLETE 51 MFI:Mechanical Final 01 -7013 12/14/10 no KC 12/15/10 12/15/10 COMPLETE 52 SFI:Building Final Insp 01 -7013 12/14/10 no KC 12/15/10 12/15/10 COMPLETE 53 LFI:Landscaping Final 01 -7013 12/21/10 no MR 12/22/10 12/22/10 COMPLETE INSPECTION RECORD ODCUpancvlTVpe INSPECTION LINE (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Drywall Screw Stemwall / (CEG) Concrete Encased Ground �L - Reinforcing or Monolithic` Weatherproof / French Drain i "l�2 �� �[� e) N-' - Sewer Service Lines 7 /A K e- d —h `t7 Ga✓v yr .r Water Service Lines a 2 INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. CONCRETE SLAB FLOOR - - Electrical (Underground) Plumbing (Underground) ri /L7 /ro. Heating (Underground) ROUGHS - Sheathing InsulationC Lath / Wall tie Drywall Screw Mid -Roof �L 0 " oe— Akly Electrical Service Rough Electric i "l�2 �� �[� e) N-' - Rough Plumbing 7 /A K e- d —h `t7 Ga✓v yr .r Gas Piping a 2 INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Rough Mechanical to 0 1, * * 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 CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. ARnVR INSOFCTUINS Tn RF SVLJRe oRInR Tn ORnPFRIHN!_ Framing Electrical InsulationC ; Drywall Screw i< tf lQ �L 0 " oe— Akly P i - FINALS Electrical Z PlumbingMechanical Roof Building Final ;-2_ ll� Wv /,fVw"Sn/o Qo lo-1 Fire Department d —h `t7 Ga✓v yr .r R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping 0 1, * * 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 CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ 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: LP 1 Job Address: lZla / W y_3 V 0 y Permit Number: 0 9 z g g ❑ No one available for inspection: Time 00 AMJ M Re- Inspection required: Yes IV "When corrections have been made, 11 for re inspection -234 - 5933 Date: � t Inspectors% 1 DO NOT REMOVE THIS NOTICE Y {Y : r ❑ No one available for inspection: Time AM�M Re- Inspection required: Yes, ' No c when corrections have been made, call for re- inspection at 303-234-5933 Date: Inspector DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE r r Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 2 7 -8929 Fax INSPECTION NOTICE Inspection Type: ✓7.- 4: 5 CM Job Address: 1r7- q01 &oJt VS"ge P/Z, Permit Number: 2 No one available for inspection: ,Time AM /PM Re- Inspection required: Yes` N o/ 'I When corrections have been mad@,�all re inspection at 303 -234 -5933 Date; Inspector. € DO NOT REMOVE THIS NOTICE 1 Inspection Type Job Address Permit Number ✓' '�7 Date: Inspector: ` DO NOT REMOVE THIS NOTICE i, r - CI Inspection Typ Job Address 1z5 -60 4-1 Permit Number n ❑ No one available for inspection: Time AM /PM l E� C' Inspection Type 2 Job Address K Permit Number rer a -F- ^<- U F C " ❑ No one available for inspection: Time AM /PM CITY OF Building r EAT RIDGE ction Division Inspection line " (303) 237 -8929 Fax Inspection Type Job Address Permit Number <2>925,-3,.' // ' n Lei Y :- o No one available for inspection: Time .red: No NOTICE G ❑ No one available for inspection: Time �v AM /1 9 _ Re- Inspection required: Yes No When corrections have been made, call for rr � re-inspection at 303- 234 -5933 Date: >/ r o Inspector ' c DO NOT REMOVE THIS NOTICE 5 t -' F j: _: u t_. CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type Z!�� ICA4we Job Address /,� ?&;/ "�, ".4� Permit Number OF,�6�5 o No one available for inspection: Time L _�&PM Re-inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: /4 f//10 Inspector: DO NOT REM OVE THIS NOTICE HEATING V AIRCONDM( V REFIGERATIO V GEOTHERMAL September7, 2010 City of Wheat Ridge 7500 west 2Y Wheat Ridge, Colorado 80033 D N\\ Attn: MelissaMackey Building Department Regatdingpennit number 092888, forFairmount FireftoW ionDistrict at 12901 W 4P Drive, Wheat Ridge. This project is still under const and the permit has expired Canthispennitbermstated? ifso please let meknowifyou need an thing f ntherMajorHeating. Thank you and have agreat day. Jack C. Major Vice President 303 - 901 -1366 Cell jackc@majorheating.com 6285 West4PAwrwVVh�Rrkp,0)8n033 » 303/424192 T Fax303/42M795 9b3nxatSMxAGD r 9TY870-09M � Rx970/871 -1028 Tog Bee 83QW/9479 Page 1 of 1 Melissa Mackey From: Jack C. Major Backc @majorheating.com] Sent: Tuesday, September 07, 2010 2:23 PM To: Melissa Mackey Cc: rgoodman @fairmountfire.org; 'Don Angell' Subject: ffpolettertowheatridgeforpermit .doc Attachments: ffpolettertowheatridgeforpermit .doc Melissa, the project at Fairmount Fire Station 3 is going well, however we are going to need a little more time on the permit. Can you please extend the permit, and feel free to call me with any questions or concerns. Thank you and have a great day. Jack C. Major Vice President Phone — 303.424.1622 Qr. Cell — 303.901.1366 Fax — 303.423.6795 Email — jackc @majorheating.com www.majorgeothermal.com Go GREEN with Major, ask about our Geothermal, and Solar systems. Federal tax credits apply. 9/7/2010 301ION T41 3AOIN3FJ ION 00 'l :ao;oadsul E865 6EZ EOE 3e uogoedsu -e� �o; eqI' i ew ueeq eney sugijoe»oo ueyM , sak :paainbaa uoi;oodsul-aa WdANd awl uo!loedsui ao} ajgapane auo ON ❑ ciry 6 Cl :aagwnN Iiwaad ?f, i aT d :ssaipptl qop r7 f 1/ :ad�Il uoi ;gadsui 33110N N01103dSN1 * k xe=f 6Z68-LEe (EOE) • ea80 958E-9EZ (EOE) � eui/ ugi=oedsu/ ££6.91W! (£0£) !/! uoisinia uoiloodsul 6uippg 3JdRi 1t/3HM d0 A113 ! 1 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 110il,15 OA2r Job Address: /g c14 / 4-v Y"o r, 2 Permit Number: �. ❑ No one available for inspection: Tirne,/L, (AWPM Re-inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date:. 11,9 Inspect DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE f Building Inspection Division l (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: JW.A;w9 Job Address: w 3Q� s�.2 Permit Number: ❑ No one available for inspection: Time Re- Inspection required: Yes No "When corrections have been made, call for re Inspection at 303 - 234 - 5933 Date: 2 ea Inspector DO NOT REMOVE THIS NOTICE ♦ � CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 1z'?z /CJ 4 P '1Vz Permit Number: ❑ No one available for inspect; n: �ime AM /PM Re Inspection required: Yes j No *When correc ions d�ave been mad f fo re inspection at 303 - 234 - 5933 Date: Inspector: DO NOT REMOVE S NOTICE ♦ i CITY OF WHEAT RIDGE _ / r Building Inspection Division I (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ©`T,1 B 9'P 136 A 4- u._r9.I -K " ft,a9/.x'r.r,�f r7 i { j a j a I ❑ No one available for inspection: Time ?; ?S AMIEM Re- inspection required: Yes No When corrections have been made, call for re- inspection at 303-234-5933 4' Date: .7// A0 Inspector: � - r DO NOT REMOVE THIS NOTICE ♦ t CITY OF WHEAT RIDGE f � , Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax i INSPECTION NOTICE Inspection Type: I( .1., (4 e5L - e-�:7 cAL.- Job Address: �— Permit Number: 0 z r f ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No l - When corrections have been made, call for re- inspection t 303 2345933 Dater / /,0 Inspector: DO NOT REMOVE THIS NOTICE x ♦ �, 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: Piny Job Address: t> z;W Permit Number: C2 92 E6 ❑ No one available for inspection: Time 2,'Y5 AM/&- Re- Inspection required: Yes No When corrections have been made, call for re inspection at 303 Date: _47Z 7 Inspector: DO NOT REMOVE THIS NOTICE i. ' Y HEATING ®.. AIRCONDrnKNUNG 01 V REFIGERATION GEOTHERMAL .. June 17, 2010 City of Wheat Ridge 7500 west 29P Ave Wheat Ridge, Colorado 80033 Attn. MelissaMackey Building Department Regarding permit number 092888, for Fairmount Fire Protection District at 12901 W'43 Wheat Ridge. This project is still under construction and the permit has expired. Can this permit be reinstated9 if so please let me know ifyouneed an thing further Major Heating Thankyou and have a great day. Jack C. Major Vice President 303- 901 -1366 Cell jack@maj:orheating.com EA1111d0-d o t� i � I I w lei 62ffi We#48"Aveu,NAiARi kA(D8M c 304241622 v Fcc3W4236A5 SlmmbaetSpixAOD a 97QW00983 v FcDc970/871- 1028 TON Fkw 8mD/707/9479 ♦ 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: 13 Job Address: h rl'U/ G.r% � Permit Number: r q� �6 w ❑ No one available for inspection: Time -/> / �pM R e- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: — ICU Inspector: DO NOT REMOVE THIS NOTICE 30110N S1HI 3AO1N3H ION 00 a :joloedsul ©77 S :ale(] ££68-6£l-£o£ 38 uoijoadsui -ei joi pao `apem ueeq eneq suogoajjoo uagM ON sak :paalnbaa uogoodsul - (VQVyy / - owil :uoljoedsul ao} algellens auo oN ❑ c :iagwnN WuMd oy_oA m lO.d :ssaippVgor �d' _ SMC1 :adA1 uol}oodsul 33110N N01103dSNI xe-4 6668 L£6 (£0£) • epi4o 9986 (£0£) au/1 uol;oedsul CS68-pea (coc) uolslnlp uolloodsul Bu1p11n8 30ala 1V3HM d0 A113 P 301ION S11413/ MMi ION 00 ;;F 'aoloedsul !11 mg-FS le ug4oedsgi -ei 1ol lleo 'spew ueeq eml sugijoeuoo uegM. ON :palmbei uoiloadsul -aa Wd /Wb' / awl :uoiloadsui aol olgellene auo ON ❑ a . :aagwnN llwaad .�2,= VI :ssaappd qor Q/ ,7t Ir --, :edd1 uol}oadsul i 33110N N01103dSNI XBj 6068 -LSO (COO) • eo!NO 9980-9£0 (£0£) Bull uolloedsul ss69-tie9 (COS) uolslnla uol;oodsul 6 ulplln8 "30alu 1V3HM 30 A113 , y e , s CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: nV — 1 9 *7 kl_ Job Address: 1,?PD1 u Y ?ka OR, Permit Number: p M1M1 � s f�iF�l ,ay3einsll SY — D� ❑ No one available for inspection: Time 12, > AM Re- Inspection required: Yes No When corrections have been made, call � for rr re - inspection at 303 - 234 - 5938 Date: 91(`/r/o Inspecto /�G� DO NOT REMOVE THIS NOTICE ♦ A i CITY OF WHEAT RIDGE r Building Inspection Division 1 (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: �� ^'C %/ i� ✓c1 �r Permit Number: 1,' No one available for inspection: Time /D, ! S /AM/PM Re- Inspection required: Yes (No) "When corrections have been made, call for re- inspection at 303 -234 -5933 Date: ' 1 /LU Inspector. DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: -r eL Job Address: / I v /V r Permit Number: r)LV �r 75Y ",Y ❑ No one available for inspection: Time Re- Inspection required: Yes No 'When corrections have been made, call for re inspection at 303 Date: !J - i U - U0 Inspector: H DO NOT REMOVE THIS NOTICE O ♦ ® e CITY OF WHEAT RIDGE ° Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 office • (303) 237 -8929 Fax INSPECTION NOTICE ❑ No one available for inspection: Time r AM PM /� Re- Inspection required: Yes No When corrections have been made, call for re inspection at 303 - 234 - 5933 Date: inspector: - - DO NOT REMOVE THIS NOTICE Inspection Type: c Q , i n!f Job Address: / / f ✓ or Permit Number: ':, r 9 `� i, At i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ? r V 1 (�/i t i r' ,/ ❑ No one available for inspection: Time � /aM /P Re- inspection required: Yes No * When corrections have been made, call for re- Inspection at 303 - 234 -5933 Date: ' i % 40 Inspector: T_, y, _/1 Liu IVV I IYCMVVC I HMO IVV 1 /C:C ♦ 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: 0W S- IARrrT- Job Address: 122'o / LLI y3� r] JJi2, Permit Number: t�Su� � -�[�nJ tv • Lri�f11 ec✓. �u 73f��i�r�rvr � � :2 o`j'' ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No * When corrections have been made, call for re inspection at 303 Date: 2,9 Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE f Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 4M AAF— AAPUI -Al Job Address: 4�2D/ av y3e ak Permit Number: e992F&'2 r - �G�s°'�G°� . �e?12t`7✓Y� ,�<r/ 2.vrl .�� C %sfT"•� u X/ 2.y.2 P�/• zlkl 7z? AAh ,;5_ i yJ �1AFr°6l Gt�c� »yf ee c El No one available for inspection: Time / ` sS AM/ An Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 -234 -5933 Date: /2 /U Inspector ..:.° DO NOT REMOVE THIS NOTICE �. A i CITY OF WHEAT RIDGE 1 Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time //, A/ AM /PM Re- Inspection required: Dll�esNo When corrections have been made, call for re inspection at 303 - 234 - 5933 Date: W Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ~ovrcaSv Job Address: sz as! Y3R nF Permit Number: E f= I ❑ No one available for inspection: Time sf A / Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933 " Date: Inspector:? DO NOT REMOVE THIS NOTICE " � City of Wheat Ridge _ Commercial Remodel PERMIT - 092888 PERMIT NO: 092888.'. ;ISSUED:: 09/30/2009 JOB ADDRESS:.. 12901 W 43RD DR .'EXPIRES: 11/02/2010 DESCRIPTION::. Remodel of building to make into fire station. * ** CONTACTS * ** owner 303/279 -2928 Fairmont Fire Protection Dr. gc 303/424-1622 Jack E. Major Jr. 01-7013 Major Heating sub 303/424-1622 Jack E. Major Jr. ' 01 -7013 Major Heating sub 303/423 -5760 James E. Konrad 01-8201 Konrad Electric, Inc. sub 303/654-1301 02-2111 Crestview Plumbing ** "PARCEL INFO ** ZONE`. CODE: PID .USE: I: SUBDIVISION: 0083 BLOCK /:LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 115,000.00 FEES Permit Fee 1,.401.15 Plan Review:. Fee 910.75 Total Valuation .00 Use 'Tax 2,070.00 ** TOTAL ** 4,5381.90 Conditions: AT: Approved.. PID. KC: Approved per red line notes. Subject to field inspection. Must comply; with 2003 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. I hereby certify that the .setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations: made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the wheat Ridge Building Code :(I.B.C) and all other° applicable Wheat'. Ridge Ordinances, for work under this permit. Plans Subject to field inspection. '.Signature of contractor /owner :date I. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the City of 'Wheat Ridge Commercial Sign PERMIT - 091746 PERMIT NO: 091746. ISSUED. 08/28/2009 JOB ADDRESS: 12901 W 43RD DR EXPIRES: 02/24/2010 DESCRIPTION: Install rock sign CONTACTS owner. 303/.279-2928 Fairmount Fire Protection **PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0.083 BLOCK/LOT#: 0/. **.FEE SUMMARY 'ESTIMATED. PROJECT VALUATION: 1,000.00, FEES Permit Fee > - L15.00 Plan Review Fee 9.75 Total Valuation ,pp ELI G Use Tax 1 4 TOTAL 42.75 ,,«..~a.m.'!~ conditions: 1T: Approved.. 3ubject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate -applicable. ordinances, rules or regulations of the City of Wheat Ridge or 'covenants, . easements: or restrictions of. record; that all measurements shown, and allegations made are accurate; that. I have read and.. agree to abide by all. conditions, printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code.(I.B.C) and all other' applicable Wt Rid a Ordi nces, for. work under this permit. Plans subject to field inspection. L~ signature of contractor/owner -date This permit was issued in accordance with the provisions. set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and. Building Lodes of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire 180 days fro. the issue date. Requests for an extension must be received prior to expiration date. An extension. may.. be granted at the discretion. of the Building Official. If this. permit. expires, a: new permit may be. acquired for a fee of one-half the amount normally :required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one '(1) year. If changes have been or if suspension or abandonment. exceeds one (1) year, full fees shall be'. paid for a new permit.. '.No. work of any manner shall be done that will change the natural flow of water causing adrainage problem. Contractor shall notify. the. Building inspector twenty-four (24) hours in advance for.. all inspections and shall receive written approval on inspection card before proceeding. with successive phases of the job.. The issuance of a permit or the. approval of drawings and. specifications shall not be construed to be a permit. for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.. All plan review 's` 'ect to field inspections. 0 ignature of C e y ilding' Official date NSPECTI .REQUEST -LINE: (303)234-.5933 BUILDING. OFFICE:.; (303)235-2855 .EQUESTS MUST BE MADE BY 3PM ANY `BUSINESS DAY FOR'' INSPECTION THE FOLLOWING BUSINESS DAY. of "'"E?Tq City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 ~O<oRra° Inspection Line: 303-234-5933 Building Permit Application Property Address; f p2 IO/ W 4 3cd D f-1 u e Phone: Property Owner (please print):) T r ~aU n r ~l p c E f o J~4APhone:J°>a-2 4 c Mailing Address: (if different than property address) L $ , Address: City, State, Zip: Gc j,C)l-d n C6 /e~ s 6403 Contractor: Contractor License Sub Contractors: Electrical City License Company: Exp. Date: Use of space (description): Description of-work: hccl~ Sq. Ft./L.Ftadded: Squares Plumbing City License Company Exp. Date: Approval: S 11F _ BTU's Date: /)I L Plan A Permit C T Cpl Mechanical City License Company: Exp. Date: Construction Value: $ (as calculated per the Buildin-va/uat/on Data sheet) I Plan Review (due at time ofsubmittaq: $ 1 Gallons Amps OWNER/CONTRACTORSIGNATURE 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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: ([OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIV of(OWNEE (CONTRATOR) PRINT NAME: /C1 Jc (_T 006J 4 A SIGNATURE: Date: ~ Z 25 ~ Bldg Valuation: 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 A.4TE: JuwC 21, 2006 TD: .4GCOUwti.wg DCpartwLtwt The Ciry of ~oF `NHEAT~ ~O GWheat ~ GRidge cot ORA~)O FR.OM: LtI.Aw WYii.tC, Ai.vCCtor o f Covu.vu.uwi.t~ AevCLoPmewt SI.t~J6CT: FINftL 65CROW REFI.LNA/R6L6.4SE iz.eivubursewkev.t reL~uestecl for fivi.a~ escrow fuv~,ds bei.ne keLd for: i2901 w. ¢srd pvCve T-he Lawdscape iw~provewteo.ts have beew cowtpLeted to the ci,td of wheat Ridge's SatiS fac,tcow. 2EL6,4s6 ro: jawAVd Geweval cowtvqctors ftADRE55: 13301 W. 43'd DY., #15, c,OldCvL, CO 80403 Aw&ouv~.tto be vefuvLded: $ 980.00 A& aL--~ AI.Aw Whi,tC Di.vectov o f GOVUVUUKLtU DCVBLaPvu.Cwt (303) 2345900 • ADMINISTRATION FAX: (303) 234-5924, • POLICE DEPARTMENT FAX: (303) 235-2949 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 The City of Wheat Rldge 28 May 2003 Hari Sachanandani RV America 11808 W. 44`h Avenue Wheat Ridge, Colorado 80033 RE: Landscaping at 12901 W. 43`d Drive Dear Mr. Sachanandani: On 27 May 2003, a City staff inember performed a visual inspection of the above-mentioned property. Upon issuance of your certificate of occupancy for this building, you submitted a landscape escrow in the amount of $980.00. This escrow may not be released until the following items aze addressed: 1. Five dead pine trees on the northern property line adjacent to West 44`h Avenue must be replaced. 2. Hydroseed must be applied to the northern landscape azea adjacent to West 44h Avenue. The seed that was previously installed has not come up. 3. One dead pine tree on the west side of the property must be replaced. Please correct the above listed items. Once these items have been addressed, your landscape escrow may be released. If you have any further questions, feel free to give me a call. I can be reached at 303.235.2849. Thank you, D-Fo- Travis R. Crane Planner W N O ca z 0 H E a O E z w w w a ~ ~ 3 ai U y w -0 f7 0 O 00 0 v ro o a o U -P (0 m . a) m a) 3`o ro k •ri w o rz ow 4-) ~ o aroi cia~ 0 E Q C O ~ ,rI -P a 0 N ~ ro .1i a 4-) ro ~ ~ 3 W 0 >1 .rl U x -P 3 S 0 L~ U ~ N ~ b r-, N ~ m n 0 w ~ O ~ o N CKZ ~ m H ~ W a O .14 4~ a 0 X G ~ W ro ro a) -P N 14 E O U m ro m~ C N 8~ N ~ O E ~I a ~ G~ ro 0) c a ro 0 N ro C ro ~ ~ ~ a ~ a 0 .rq 4J a .1i c4 U N ~ Ca A 0 ro ro p 0 r-i 0 U N rc5 x ~ ro m ~ 3 ~i a) C 3 O \ ~ m 0, O rq a) > a) Ca ~ O -P U ro H -P r 0 U m U ~ ~ r-i 3 ~ ro c~, N 4 C ro 3 C o •H +P a (a 4-) U b~ 'O p m~ m 1 41~ A C ro •.q -P m N ~ U ~ 44 ~ O ~ r-i li (D ro m ~ 4a n r m z ro a z -P -P m o 0 .c w w 3 w 'U o ~ ~ w ~ ~ 3 > U O ~ .C m E E W •,I 44 4+ 0 N 0 O .C -P ~ N A 04 , •H E A , m 0 -P ro -P m m 0 ro E ~ 4~ N m D ~ Q w c m ~ 0 0 a ~ ~ ~ E w 3 + E N O •a m a ro ,c o a ro ro o aD r-i (0 -P a) A N ul -P ~ ,7 -P N ~ R C N G r-i r~ ~ a ~ ta ~ m E C ~ ro N ~ ° o ro n o 0 ro ~ c a k a ~ 14 4" .G ~ b, n ai ~ ~ R o ° o m ro m a m o ~ o > a) o u, m ro a ~ Ul W N •ri ~ C Ul 4-) 0 vl > ~ ~ Co p 0 ~ E p U 0 0 ' U ~ ~ w U ro 0 i a 41 -P 0 rO ~4 P u C: 0 + ,t a O m r~ - , n w , U U ~ ~ a~ ro > r-i x 0 ~ ~ ~ ~ 3 N ro ~ R G A O O 0 o 0 ra m ~ -P 4~ +J N ro :1 •ri N ro N W •.i U U N RJ ~ o 0 0 10 -P a i , U ro ro S-i ro ~ - o a o m m a -P m r~ •ri U .C k ~ 0 U N ri N 0 ~ m 0 o 4 c .c m m ro m 44 E 3 1) E rl ctl .C ra ~ ~ O x N N ~ > O w H 0 ca z 0 H E [L 0 E z W w w LD ~ O x U y w I N i A W E a w U U a ~ rn ro .1, x 4-) ro ~ x 3 w 0 >1 .,4 U i a ~ ~ a 0 ~ N ~ N ca ~ c C C ro r-i a w 0 H 0 U N H Ca W C 0 .ri +U a O I x C co fA N a) A E a z a~ q O ~ a N N ~ s~ ro ro a A ~ ~ ~ S~ ~ f+ ~ a o ,n ~ N ~ A \ H ~ 0 -P U ro c ~ O ~ U I 3 ~ ~ ~ u ~ A n ~ ~I. z N i N I N a) s, a) ro 4~ ro m ~ [a ~ -P a o ~ a a) ro ~ O ~ m a~i ~ a m a~ •~I N lg~ x e -P -P -P >i >1 A A ro ~ ~ o aCi H w E 0) a) D N N ° ro a, •H ro N Q'. N Ul H •ri 4-) N -P 7 3 'F+ o ~ 4-4 N O N U w ~ 43 04 ' U N ~ ,C U (o ro a U 0 O o p a 0 w >1 m X G a) m x E U -P w >1 ~o •H A N N ~ U ~ Ul N -ri N Froi N U o A x a (2) a~ ro o E E Jun 25 02 08:33a ~ f #1 ! I y ~ y 1 i i. June 25, 2002 ROCK CREEK LRHDSCHPE 3036049311 n n ^ ROdC CREEK LAND6CAPE Iwc. 11.0891P6 ' IRPI8A~1011 COYTNCCfOPB t222 Co ~303~~604-83t0•fax~3031604-931jao 80026 ROCKCREEKLANDSCAPE.COM IJANARD,GENERALCONTRACTOR 93,~01 W 43RD DRIVE UNIT 15 ` GQLDEN, CO 80403 ; At p: Reed Gamberg I' R V ,4MERICA !E i i' ~ i DearReed, ~ Per our conversation, the contract amount forthe seeding at R V America is $784.00. V ~ ~ You, Williams Manager ( I;: j. i ~ II, ; ' ! IE i; ~ . ` ~ "OUR 25T" ANNIVERSARY -1977 - 2002" p.l JANARD GENERAL CONTRACTOR, INC. oz-ss PEAK NATIONAL BANK CJ 4O1 13301 W.43RDDRIVE . 770HERITACEROAD . GOLDEN GOLDEN, CO 80403 . , CO 80401 . , 82-597/1070 6/25/2002 0 DER PAYTOTHE City of Wheat Ridge ~~*980.00 . NineHundredEiPJrtvand00/IOOs....«.:a:s:.a..:..:.+:.:sss«.+:.:a+s.:.:•a:.::.s:+s..:s~a:.:.::ass,..:::::...:..a DOLLARS City of Wheat Ridge 7500 W. 29th Ave. . Wheat Ridge, CO 80215 MEMO 2201- landscaping SeedinR deposit v005401o i:L070059791:0600 2 2 56 7 21i' JANARD GENERAL CONTRACTOR, INC. City of Wheat Ridge Date Type Reference 06/25/2002 Bill landscaping seed dep 6/25l7A02 Originat Amt. Balance Due Discount 980.00 980.00 Check Amount 5401 Payment 980.00 980.00 Peak National Bank 2201- landscaping seeding deposit 980.00 a BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at / 2~t7 f I,tO, 0 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: You are hereby notified to correct the foregoing violations. ` When corrections have been made, call for inspection. ; Date ~ ~2~-~2 f Inspeetor for Building Dept ~ - : FORM WR6-22 DO NOT REMOVE THIS TAG ~m aa o ~ n~ o s c ~ ~ o ` m n ~ 01 ~ v m ~ c Y E`o N N n3 d m > - o ~ `6 E V a ~ 0 a v ~ N ~ N ~ . y c U W ~ m- U O Cl y o a ~ v o ° o W rQ~ w~ O a~o ~ o t0 W m o _ ~ U -o rn c ' ~ m ~ LL D ~N C U ' U = n m E ~rn ~a N U p~ 41 U c ~ a 3 a N y T ~ ~ a m E :5 m o ` ~ o yu"ia M > ~ ~ L ~ a ~ ` F a m m a v i 0 ~ L M ~ 3 ~ ~ C N b ~ i N Q 7 C C O U o W U) r-1 d ~ ~ d W 0 Z 0 a O ~ Fy J a ~ o ~ U) LL W cl lJ! W 2 a Q F- ~ W O a ~ u. 0 m U ~ U w c C m U o °1 ~ m ~ sa a~ O ~ 3 0 mw ~ U a ~ ~ aE N E 0 ~ O V u~ c N (6 m ' E~ c0 E ~ ~ ~ rn C N U Z `o y O a ` N c _ rn 'c ~ E 9 9 a a m m v c U N Date: A Certificate of Occupancy or Completion has been requested for: 0 PuRpose oF Building Department Approval: Remarks: Zoning Approval:(:ff lF-4- z(° jo"II p2 Remarks: z~ Public Works Approval: bl- aJ ~7 6- Remarks: Fire Marshall Approval: (if Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: N o cl) ~ Z W N C) Zz a W ~ Z Q m CC ~ W LL. W = m ~ W 00 M Z p C., J iW- ~ .r? N W cn a v Z F' p Q O Z V CC N V/ U Cl) O Z = _ ~ V M M ~ La 4 ON p~ ~ o a~0~ O J W 0 cr V 0% z W V O ~ 0 W ~ ~ W ~ a~w W~ a N V/ Z 0 Lr) 1*- ~ ~ ~ W ~ ~ 0 w ~ 0 z ~ w Z C ~ . a O z ¢ a O w a Z R u' 0 ~ U 0 m 0 Q ~ Z m O ¢ Z ~ U ~ ~ 0 U W ° m - co o Z ~ - ~ F F- 0 ~ Z z ~ cc w a w W U ¢ a Q (1) ~ J a z c? ~ ~ ~ ~ ~ 0 U LLJ Z (n U Z O ~ a 75 W o ~ Z N ~ ` - o o o . ~ o iu y ~ o_ N C C 7 C y ~ L O 0 0l C N LL U ¢ ~ ~i i 0 W Z c? ~ z w W m a 2 w O m Q P: Z Z) w W ir U z 0 0 z ~ ~ EL° ~ cb a ~ 0 ~ ~ ~ ~ ~ Y ~ O O L O LL ,o c ~ a cp ~ ~ C U).o o ~ C7 c C U ~ m U N 7 ~ w a x 0 W z ~ z w w m a w O m Q z D cc M 0 ~ 0 z 0 U N w ~ c 0 C5 N c 'a as m ~ _ N i ~ Q ¢ c 0 y ~ ~ ~ ~ 0 0 Q ~ ~ N ~ ~ ~ ~ M. ~ ~ ~ ~ V ~ o ' ~ o v ° a ~o , ~ N ~ ~ 4i y C o C s .76 ~ 'CU c _ c GO 'ia °~S ,ty ::.E ro J af m rC N O j fn _ co3 pl p O ~ N N U N C lL N U U7 C ~ ~ C d E N ~ O Q ❑ d Y c6 LL ~ o ¢ a~ w w a x ~i o[ ii a 0 V ~ LL 0 a V u. ~ ~ w J W 3: N Z F ~ N ~ 0 N ~ Wy,L„ Z Q Q v a V a V ~ ~ 0 w Z o z li V O Jun-20-02 06:11A R. D. Fritz (303) 843-9078 P.Ol % f;/e' o a IF rj~J~1 ~ U~ ji R.D. FRITt CONSULTING ENGINEERS eerose. Nwr cec.. s~~ro ,m Enpw.am. co eoi+z-ioee lml ersmn Fu17~71N}eo>B June 20, 2002 Darin Morgan City of Wheat Ridge Building Department Code Administration 7500 West 29'h Ave. Wheat Ridge, Colorado 80215 RE: RV America 12901 West 43rd Drive Wheat Ridge, Colorado Deaz Dazin: This letter is to inform you that during construction of the above project, we made periodic site observations for the above project. We observed the wall panel reinforcing and steel beams. We also observed lhe steel beam welded connections to the wall panels. The above items were found to be in substantial conformance with our drawing and were accepted by our oftice. If you have any questions, please call me at (303) 843-9077 T ou, c ` obert D. Fritz, P . Principak DEPARTMENT OF PLANNING ANDDEVELOPMENT Building Permit Number : 14007 BUILDING INSPECTION LINE - 303-234-5933 Date : 6/11/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: HARI SACH Property Address : 12901 W 43RD DR Phone : 431-8121 Contractor License No. : 18163 Company ; Bighom Signs, inc Phone : 420 7264 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $2,685_00 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : $$3.25 do not violate applicable ordinances, rules or regulations of the City of WheatRidge or - PIBn ReVieW F20 : $0.00 covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : $32.22 application, and that 1 assume full respons lity for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable W e idge ordinwes,for work under this perm@. Total : $115.47 (OWNER)(CONTRACTOR) Approval: BG ffiffinumoffiffim Approval : I Occupancy : Walis Electrical License No : Company : Roof : Stories Plumbing License No: ` Company : Residential Units : Mechanical License No : Company: Expiration Date : Expiration Date Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur applica[ion and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any othet applicable ordinances of the City. (2) This permit shall expire if (A) the work auUorized is not commenced within sixiy (60) days from issue date or (e) [he building authorized is suspended or abantlonetl for a periotl of 720 days. (3) If this permit expires, a new permii may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans antl specifications and any suspension or abandonment has not ezceedetl one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall 6e paid for a new permit. - .(4) No work of any manner shall be done thatwill change ihe naturel flow of wa[er causing a drainage problem. (5) Contractor shall notlfy fhe Building Inspectortwenty-four (24) hours in atlvance for all inspec[ions and shall receive written appmval on inspection card before pro diing with successive phases of the job. (6) is~uan f ermit or the approval of drawings and specifcations shall not be construetl to be a permit for, nor an approval of, any violation of the rov~ions s ' uilding cotles or any other ordinance, law, rule or regulation Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Nwnber: ; ~F WNEqp.p BUII,DING INSPECTION LINE - 303-234-5933 Date: CTTY OF WHEAT RIDGE 7500 WEST 29TH AVENiJE WIIEAT RIDGE, CO 80215 - (303-235-2555) COL ORA~~ A~"H p HS"~~T1O7~~ 4~ . PropertyOwner: An(/-~l c7AC~ \TA ~~j D~ PropertyAddress: 1a_IU~ W.~,~~(~. Phone: 5~3 ~2I Conkactor License No.: t~b t&3 ComPanY v3i kr-0 5i6Z Phone: N 3 420 `i26y OWNER/CONTRACTOR SIGNATORE OF i1NDER5TANDING AND AGREEMENT I hereby ceRify that the setback distances pmposed by this pertnit application are accurate, and do notviolate applicable ordinances, niles or regulations of the Ciry of Wheat Ridge or covenants, easements orrestrictions ofrecord; that all measuremen[s showq and allegations made are accurate; that I have read and agree to abide by aIl condi[ions printed on this application and that I assume full responsibiliTy for compliance with the Wheat Ridee Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. / . /1 . Construction Value:$ ~2-6a5,0 Perxnit Fee:$ Plan Review Fee:$ Use fax:$ Total: $ Description: v~vvU~ r ~!L'"~CI~` A ~~'~Li L~~'1`E~'zS WAL-L MpJNl' 'Ca ~d;lTN ~'R5v1.~ 98,'1S 5Q ~ BUILDING DEPARTMENT USE ONLY (0.-~5 l¢)~~~ SIC: Sq.Ft.: ZONING COMMENTS:M Approval: zoning: l'tb - BUILDING COMMENTS: Approval: 6.6, PUBLIC WORKS COMMENTS: U N O/ ZOO[ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Expirarion Date: Expiration Date: Approval: Approval: Approval (I) 17us pelmit was issued in accocdance with the provisions set fortli in yonr application and is subject ro the laws of Ihe State of Cobrado and m the Zoning Regulatious and Building Codes of Wheat Ridge, Colorado or auy other applicable ordivavices of Ne City. (2) This peimit sliaR expire if (A) the work anthorized is not comme¢ced wiNin sixty (GO) days Gom issne date or (B) ilie bnildiug authonzed is suspended or abandoned for a period of 120 days. (3) If this pelmit expires, a new pemit may be acqnimd for a fee of one-half the amoun[ normaliy required, provided no cUan¢es have been or will be made in tlieoriginal plans and specifications and any snspension or abandonment has not esceeded one (1) year. Ifchanges have been orif snspensirni or nhandonmenl ezceeds one (1) year, fiill fees shall be paid for a new penniL - (4) No work of any manner shall be done that will change the natwal flow of water cansing a draiuage problem. (5) ContracrorshallnotifytheBuildivglnspectortweuTy-fonr(24)Hoursinadvanceforallinspectionsands6allreceivewrittenapprovaloninspectioncardbefore proceeding wifli successive phases of thejob. (6) The issuance of a peimit or the approval of drawings and specificadons shall uot be wnshued to be a pennit for, nor an approval of, zny violanon of the provisions of fhe building codes or any other ordinauce, law, mle or regulafion. hief Building ector ~ ~ ~ ~ o ~ ~ ~ -I~n C~ ~ ~ ~ ~ o~ ~j a ~ o oa ~ ~/U ~ ~ ~ a ~ ~ ~ ~ ~ ao 0~~ o ~ d~ o~ ao ~ Q~ ~ 0 I~~i~°~ ~ ~ ~ ~ o~ ~ a~ a ~ ~ a 0 n o ~ ~ IL- L ~ 0 ~ II ~ ~ , ,Ja rIl M I Ob"L I ~ ~ ~~v g - ~ F WHEqT L~~ O P ~ ~ h Q ~ U r"~ c~C OR A00 4 PERMIT TRACKING FORM ADDRE55 I A9rA W , U BUILDING DEPARTMENT DATE IN DATE OUT PICKED UP I=r Review 2nd Review 3rd Review 4'h Review PLANNING DEPARTMENT DATE IN DATE OUT PICKED UP 1" Review !~19~R~11S 1- a2) O-C~. \-a,q-G~, 2ndReview (Q - C) A TC- 3'a Review 4'h Review ~PUBLIC WORKS DEPARTMENT DATE IN DATE OUT PICKED UP 1" Review MlKE t a, ~ncna* aQ- oa rl, -1~3-C7a: 2ndReview c`3.a. 9G 3-6-0-A 3rd Review 4'h Review ~FIRE DEPARTMENT ❑ CITY ARBORIST ❑ POLICE DEPARTMENT ❑ SEWER DISTRICT ❑ WATER DISTRICT , SOILS AND FOUNDATION INVESTIGATION PROPOSED COMMERCIAL BUILDING LOT 1 44t" INDUSTRIAL PARK WHEAT RIDGE, COLORADO lCoechOeira Consulting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228-2845 LAKEWOOD AVON SILVERTHORNE (303) 989-1223 (970) 949-6009 (970) 468-6933 (303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX KOECHLEIN CONSULTING ENGINEERS, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS SOILS AND FOUNDATION INVESTIGATION pROPOSED COMMERCIAL BUILDING LOT 1 44'h INDUSTRIAL PARK WHEAT RIDGE, COLORADO 16289 - -e.ena z Prepared for: Mr. Reid Gamberg Janazd General Contractor, Inc. 44 Morningside Drive Lakewood, CO 80215 7ob No. 02-002 January 18, 2002 DENVER: 72364 West Alameda Prkwy., Suite 115, Lakewood, CO 80228 (303) 989-1223 . AVOM (970) 949-6009 SILVERTHORNE: (970) 468-6933 January 18, 2002 KOECHLEIN CONSULT/NG ENGINEERS, INC. JobNo.02-002 Consulting Geotechnical Engineers TABLE OF CONTENTS SCOPE 1 EXECUTIVE SUMMARY 2 PROPOSED CONSTRUCTION 3 SITE CONDITIONS 4 PREVIOUS INVESTIGATIONS 4 INVESTIGATION 5 SUBSURFACE CONDITIONS 6 EXCAVATION 6 GROi_JND WATER 7 FOUNDATIONS 7 FLOORSLABS 9 FOITNDATION DRAINAGE 11 LATERAL WALL LOADS 12 SURFACE DRAINAGE 13 COMPACTED FILL 14 PAVEMENT DESIGN - PARKING LOTS 15 Pavement Construction - Parkine Lots 15 Flexible Pavement Desian - Parking Lots 17 Rigid Pavement Desien - Parkine Lots 18 LIMITATIONS 19 VICINITY MAP Fig. 1 LOCATIONS OF EXPLORATORY BORINGS Fig. 2 LOGS OF EXPLORATORY BORINGS Fig. 3 LEGEND OF EXPLORATORY BORINGS Fig. 4 GRADATION TEST RESULTS Fig. 5 SWELL-CONSOLIDATION TEST RESULTS Figs. 6 tluu 8 EXTERIOR FOUNDATION WALL DRAIN Fig. 9 - TYPICAL RETAINING WALL DRAIN DETAIL Fig. 10 SUMMARY OF LABORATORY TEST RESULTS Table I RECOMMENDATIONS FOR PAVEMENT CONSTRUCTION Appendix A January 18, 2002 KOECHLEIN CONSULTING ENGINEERS, 7NC. JobNo.02-002 Cansu[ting Geotechnical Engineers SCOPE This report presents the results of a soils and foundation investigation for the proposed commercial building and a pavement design for the proposed parking lots at Lot 1 in the 44" Industrial Pazk, Wheat Ridge, Colorado. The approximate site location is shown on the Vicinity Map, Fig. 1. The purpose of this investigation was to evaluate the subsurface conditions at the site and to provide geotechnical recommendations for the proposed construction. This report includes descriptions of subsoil, bedrock and ground water conditions encountered in the exploratory borings, recommended foundation systems, pavement design recommendations, allowable soil bearing pressure, and recommended foundation and pavement design and construction criteria. This report was prepared from data developed during the field investigation, our laboratory testing, and our experience with similar projects and subsurface conditions in the area. The recommendations presented in this report are based on the proposed commercial building and parking lots being constructed. We should be contacted to review our recommendations when the final structural plans for the building have been completed. A summary of our findings and conclusions is presented below. January 18, 2002 KOECHLEIN CONSULTING ENGINEERS, INC. 7obNo.02-002 Consu[ting Geotechnical Engineers ' EXECUTIVE SUMMARY 1. Subsurface conditions encountered in the exploratory borings far the proposed building (TH-1 and TH-2) were similaz. The subsurface materials encountered in the exploratory borings generally consisted of 16.5 to 17.0 feet of existing fill. Below the existing fill, the subsurface conditions consisted of a medium hard claystone to the maximum depth explored of 20.0 feet. The existing fill was characterized by a medium stiff to very stiff, sandy clay with some gravel and cobbles. Layers of clayey sand with gravel were encountered within the existing fill. Laboratory tests indicated that the existing fill and claystone have a low to moderate swell potential. 2. At the time of this investigation, no free ground water was encountered in borings TH-1 or TH-2 to the maximum depth explored of 20.0 feet. However, the sample collected at 14.0 feet in TH-2 was wet, indicating that potential free groundwater may exist neaz this depth. 3. We anticipate that the subsurface conditions at the proposed foundation elevation for the building will consist of existing clay fill. In our opinion, the proposed building should be constructed with a drilled pier foundation system bearing in the natural claystone. Refer to the FOUNDATION section of this report for more details. 4. The subsurface conditions at the proposed floor slab elevation will also consist of existing clay fill. Because we believe that the existing fill was not controlled during placement and because the existing clay fill has a low to moderate swell potential, special considerations should be taken when selecting a floor system for the proposed building. Refer to the FLOOR SLABS section of this report for complete recommendations. 5. Below grade construction at this site requires precautions as recommended in this report in order to maintain the stability of the slope and sides of excavations. Refer to the EXCAVATION section of the report for additional details. 6. Based on the subsurface conditions encountered in the exploratory borings, we anticipate that conventional construction equipment will be capable of completing the required excavarions. 2 Januazy 18, 2002 Job No. 02-002 KOECHLEIN CONSULTING ENGINEERS, INC. Consu[ting Geotechnica! Engineers 7. Drainage around the building should be designed and constructed to provide for rapid removal of surface runoff and avoid concentration of water adjacent to foundation walls. 8. The subsurface conditions encountered in the pavement borings for the proposed parking lots (P-1 and P-2) consisted of existing clay fill, which classified as A-7-6 soils as defined by the AASHTO classification system. Pavement designs for the proposed pazking lots were based on the subgrade soils having an AASHTO classification of A-7-6. Pavement sections are presented in the PAVEMENT DESIGN section of this report. PROPOSED CONSTRUCTION A preliminary site plan was provided by Rudd and Associates prior to our field investigation. Based on the preliminary plans, a commercial building and associated parking lots will be constructed. We anticipate that the proposed building will be a single story structure constructed of site-cast concrete tilt-up walls and slab-on-grade floors. We do not anticipate that below grade areas will be constructed for the proposed building. Excavations up to 3.0 feet in depth may be required, depending on the floor system selected by the owner. Maacunum wall loads were assumed to be those normally associated with light commercial construction. We anticipate that flexible pavement will be used for the section of the parking lot that will be paved, along with the associated drives for this project. A b avel parking lot will most likely be used for the vehicle storage area. 3 January 18, 2002 Job No. 02-002 SITE CONDITIONS KOECXILEIN CONSULTING ENGINEERS, INC. Consulting Gea[echnical Eugineers The subject site is accessed and bordered by West 43rd Drive, which is located to the south of the site. The site is bordered on the north side by West 44`" Avenue. At the time of our investigation, the site was undeveloped. The site is generally level with a very slight slope down toward the south. Based on the appearance of the site, it appears that the site has been graded. Vegetation on the site consists of weeds and grass. PREVIOUS INVESTIGATIONS Several previous investigations were performed on 44' Industrial Pazk prior to development of the properiy. The investigations that we are aware of include two environmental investigations and one existing fill investigation. For fiirther information regarding the soil conditions prior to the development of the subdivision, refer to the following reports. 1. Kumar & Associates, Inc. Evaluation of Existing Fill, Mourst Olivet North Pr-operty, Northwest Corrxer of I-70 and SH 58, .Tefferson CouJity, Colorado, Apri120, 1992, Project No. 92-139. 2. Kumar & Associates, Inc. Phase I Environmental Site .4ssessment, Apprroximately 50-Acre, Vacant Properry Located Near Interstate 70 and Highway 58, Section 19 and 20, Township 3 South, Range 69 West, .7efferson County, Colorado, January 26, 1995, Project No. 95-101. 3. Kumar & Associates, Inc. Phase II Environmental Site Assessment, Approximately SO-Acre, Vacant Property Located Between West 44"' Avenue and Highway 58, Near I-70, Golden, Colorado, March 10, 1995, Project No. 95-lOlA. 4 January 18, 2002 KOECHLEIN CONSULTING ENGINEEAS, lNC. JobNo.02-002 Consultiiae Geotechnica[ Engineers INVESTIGATION Subsurface conditions for the proposed building and pavements were investigated at this site on January 8, 2002 by drilling two deep exploratory borings (TH-1 and TH-2) and two shallow pavement borings (P-1 and P-2) with a 4-inch diameter conrinuous flight power auger at the locations shown on the Locations of Exploratory Borings, Fig. 2. An engineer from our office was on the site to supervise the drilling of the exploratory borings and visually classify and document the subsurface soils, bedrock and ground water conditions. The engineer also obtained representative samples of the soils and bedrock within the exploratory borings to be examined in our laboratory. A graphical log of the subsurface soils and bedrock encountered in the exploratory borings is shown on the Logs of Exploratory Borings, Fig. 3; and in the Legend of Exploratory Borings, Fig 4. The laboratory investigation included visuai classification of all samples and testing of selected samples for natural moisture content, dry density, Atterberg limits, gradation analysis, and swell-consolidarion potential. Results of the laboratory tests are presented on the Logs of Exploratory Borings, Fig. 3; on the Gradation Test Results, Fig. 5; on the Swell-Consolidation Test Results, Figs. 6 thru 8; and in the Summary of Laboratory Test Results, Table I. 5 January 18, 2002 Job No. 02-002 SUBSURFACE CONDITIONS XOECHLEIN CONSULTING ENG7NEERS, INC. Consulting Geotechnica[ Engineers Subsurface conditions encountered in the exploratory borings for the proposed building (TH-1 and TH-2) were generally similar. The subsurface materials encountered in the exploratory borings generally consisted of 165 to 17.0 feet of existing fill. The existing fill was characterized by a slightly moist to wet, medium stiff to very stiff, brown and tan, sandy clay with scattered gravel and cobbles. Layers of clayey sand with gravel were encountered within the existing fill. Below the existing fill to the maximum depth explored of 20:0 feet, the subsurface conditions consisted of slightly moist, medium hazd, blue-gray claystone. Laboratory tests indicated that the existing fill and underlying claystone have a low to moderate swell potential. At the time of this investigation, no free ground water was encountered in either boring TH-1 or TH-2 to the maximum depth explored of 20.0 feet. However, the sample collected at 14.0 feet in TH-2 was wet, indicating that potential free groundwater may exist neaz this depth. EXCAVATION We anticipate excavations for the proposed building could be as deep as 3.0 feet. In our opinion, conventional excavation equipment will be capable of completing the required excavations. Caze needs to be exercised during construction so that the excavation slopes 6 January 18, 2002 Job No. 02-002 XOECHLEIN CONSULTING ENGINEERS, INC. Consu[ting Geotechnicaf Engineers remain stable. In our opinion, the existing sandy clay fill encountered at the site classifies as Type B soil in accordance with OSHA. OSHA regulations should be followed in any excavations or cuts. All fill for this project should be placed and compacted as recommended in the COMPACTED FILL section of this report. GROUND WATER At the time of this invesfigation, no free ground water was encountered in borings TH-1 or TH-2 to the maximum depth explored of 20.0 feet. However, the sample collected at 14.0 feet in TH-2 was wet, indicating that potenrial free groundwater may exist near this depth. Although ground water was not encountered within the exploratory borings, we anticipate that isolated pockets of water may influence the installation of drilled piers. Due to the potential for isolated pockets of ground water, we recommend that the drilling contractor be prepared to take the necessary precautions when installing caissons when water is present. FOUNDATIONS The subsurface material at the potential foundation elevation for the proposed building consists of existing fill. Up to 17.0 feet of existing clay fill was encountered in 7 Jarmary 18, 2002 Job No. 02-002 KOECHLEIN CONSDLT/NG ENCINEERS, INC. Consulting Ceotechnical Engineers the exploratory borings. Laboratory test results indicated that the existing clay fill possesses a low to moderate swell potential. Because we do not believe that the existing fill was placed and compacted in a conirolled manner and due to the swell potential of the existing clay fill, it is our opinion that the proposed building should be supported by drilled piers bearing in the underlying natural claystone. Construction of footings on the uncontrolled expansive fill would have a large risk of foundation movement. We recommend that the drilled pier foundations be designed and constructed to meet the following criteria: 1. Drilled piers should extend into the claystone bedrock. The claystone bedrock was encountered at depths betcveen 16.5 and 1-7.0 feet in the exploratory borings. 2. Piers may be designed for a masimum allowable end bearing pressure of 25,000 psf and an allowable skin friction value of 1,000 psf for the portion of the pier in bedrock. The maacimum allowable bearing capacity and skin friction have been reduced to account for the settlement potential of the existing fill. Settlement of the existing fill will cause downdrag (negative skin friction) to occur on the drilled piers. 3. Due to the expansive potential of the existing clay fill, we recommend that the drilled piers be designed to resist an uplift pressure of 37.5 kips multiplied by the diameter of the pier in feet. Dead load from the structure may be used to resist the uplift pressure. In addition, a skin friction of 2,500 psf can also be used to resist the uplift pressures forthe portion of the pierin bedrock. 4. Because the soils have a low to moderate swell potential, the piers should penetrate a minimum of 10 feet into the underlying claystone bedrock. 5. Due to the presence of cobbles in the existing fill, we recommend that the piers be a minimum of 24 inches in diameter to allow for removal of any cobbles encounteied while drilling. 8 January 18, 2002 Job No. 02-002 %OECHLEIN CONSULTING ENGINEERS, INC. Cansulting Geotechnical Engiieeers 6. If LPILE is used to design the drilled piers, the following table presents criteria, which may be used as input. Type Description' y x ~ c Eso (pci) (pci) (psi) 1 CLAYSTONE 0.070 1,000 0 25.0 0.007 Note: 1. The existing fill from the bottom of the grade beam or foundation walls should not be considered in engineering calculations. 7. All pier reinforcement should be designed and specified by the structural engineer. Reinforcement should extend into the grade beam or foundation walls. 8. Ground water was not encountered in the exploratory borings; however, the potential of encountering ground water during the installation of piers does exist. If ground water is encountered, casing may be required for the installarion of the drilled piers for the proposed building. It may be necessary to use casing and to pump the concrete into the shafts in order to properly install the drilled piers at this site. 9. A representative from our office should be on-site to observe the installation of the drilled piers. Our representative will be able to observe the conditions exposed by the installation of the drilled piers, to check the pier construction procedures for proper cleaning and dewatering of the pier holes and to observe and test concrete placement. FLOOR SLABS The soils at the approximate floor slab elevations consisted of the existing fill. Because we believe that the existing fill was not a controlled fill and also has a low to moderate swell potential, we anticipate that slab-on-grade floors constructed on the existing fill could experience up to 5.0 inches of movement. Due to the potential for 9 January 18, 2002 Job No. 02-002 XOECHLE7N CONSULTING ENGINEERS, INC. Coasulling Geotechnica[ Engineers large differential movements, we strongly recommend that the floor system be constructed as a structural floor with 12 inches of free space beneath the floor. If the owner is willing to accept the high risk of floor slab movement, then slab-on-grade floors may be constructed at this site. We recommend that if slabs-on-grade aze chosen, a minimum of 3.0 feet of the existing fill beneath the proposed floors be removed and replaced with properly moisture conditioned and compacted, non-expansive fill. Removing and replacing the subsurface soils beneath the proposed floor slab may not eliminate the potential for slab-on-grade movement, however it will reduce the risk of movement. We recommend the following precautions for the conshuction of slab-on- grade floors at this site: i. All existing fill beneath proposed slab-on-grade floors should be removed to a minimum depth of 3.0 feet and replaced with 3.0 feet of properly moishue conditioned and compacted, non-expansive, shuctural fill. Slabs- on-grade may then be constructed on the compacted, non-expansive fill. 2. Because the existing fill is characterized by a sandy clay with a low to moderate swell potential, we do not recommend that the existing sandy clay fill be used as structural fill. 3. Slabs should be sepazated from exterior walls and interior bearing members. Vertical movement of the slab should not be restricted. 4. Exterior slabs should be separated from the building. These slabs should be reinforced to function as independent units. Movement of these slabs should not be transmitted directly to the foundations or walls of the structure. 5. Frequent control joints should be provided in all slabs to reduce problems associated with shrinkage. 10 January 18, 2002 Job No. 02-002 KOECHLEIN CONSULTING ENGINEERS, INC. Consu[tiug Geoteckeical Engineers 6. Fill beneath slabs-on-grade may consist of approved non-expansive fill. Fill should be placed and compacted as outlined in the COMPACTED FILL section of this report. We recommend that a representative of our office observe and test the placement and compaction of structural fill used in slab-on-grade construction. It has been our experience that without engineering quality control, poor construction techniques can occur which result in poor slab performance. FOUNDATION DRAINAGE Surface water tends to flow through relafively permeable backfill typically found adjacent to foundations. The water that flows through the fill collects on the surface of relatively impermeable soils occurring at the foundation elevation. Both this surface water and possible ground water can cause wet or moist below grade conditions after construchon. Because we do not anticipate that below grade areas will be constructed for the proposed building, it is our opinion that a foundation drain will not be necessary. However, if plans change and below grade azeas are planned, we recommend the installation of a drain along the below grade foundation walls. The drain should consist of a 4-inch diameter perforated pipe encased in free draining gravel and a manufactured wall drain. The drain should be sloped so that water flows to a sump where the water can be removed by pumping, or to a positive gravity outlet. Recommended details for a typical foundation wall drain are presented in the Exterior Foundation Wall Drain, Fig. 9. 11 January 18, 2002 Job No. 02-002 LATERAL WALL LOADS KOECHLEIN CONSULTING ENGINEERS, INC. Corcsulting Geoteclinica! Engineers We do not anticipate that walls will be constructed which require lateral earth pressures for design. However, we have provided lateral wall load design criteria, if plans change. Lateral earth pressures depend on the type of backfill and the height and type of wall. Walls, which are free to rotate sufficiently to mobilize the strength of the backfill, should be designed to resist the "active" earth pressure condition. Walls that are restrained should be designed to resist the "at rest" earth pressure condition. The following table presents the lateral wall pressures that may be assumed for design. Earth Pressure Condition Equivalent Fluid Pressure' (pcf) Active 35 At-rest 50 Passive 300 Notes: l. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic pressures or live loads. 2. A coefficient of friction of 03 may be used at the base of footings to resist lateral wall loads, for footings constructed on a granular, structural fill. Backfill placed behind or adjacent to foundation walls and retaining walls should be placed and compacted as recommended in the COMPACTED FILL section of this report. Placement and compaction of the fill should be observed and tested by a representative of our office. Although we do not anficipate that retaining walls will be constructed at this site, we have provided the following information if plans change. To reduce the possibility of 12 January 18, 2002 Job No. 02-002 KOECHLElN CONSC/LTING ENG7NEERS, INC. Consu[ting Geotechsica! Engineers developing hydrostatic pressures behind conventional retaining walls, a drain should be constructed adjacent to the wall. The drain may consist of a manufactured drain system and gravel. The gravel should have a masimum size of 1.5 inches and have a maxunum of 3 percent passing the No. 200 sieve. Washed concrete aggregate will be satisfactory for the drainage layer. The manufactured drain should extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained by a perforated pipe with collection of the water at the bottom of the wall leading to a positive gravity outlet. A typical detail for a retaining wall drain is presented in the Typical Retaining Wall Drain Detail, Fig. 10. SURFACE DRAINAGE We recommend the following precautions be observed during construction and maintained at all times after the facilities are completed. L Wetting or drying of the open foundation excavations should be miniinized during construction. 2. All surface water should be directed away from the top and sides of the excavation during conshuction. 3. The ground surface surrounding the exteriar of the building should be sloped to drain away in all directions. We recommend a slope of at least 12 inches in the first 10 feet: 4. Backfill, especially azound foundation walls, should be placed and compacted as recommended in the COMPACTED FILL section of this report. 13 January 18, 2002 Iob No. 02-002 COMPACTED FILL XOECHLEINCONSULTINGENGINEERS, INC. Consulting Geatechnical Enpineers Because the existing fill is characterized by a sandy clay with a low to moderate swell potential, we do not recommend that the existing sandy clay fill be used as structural fill. The existing expansive clay fill may be used in landscaping areas. Structural fill for this project may consist of approved non-expansive, imported fill. The imported fill may consist of non-expansive silty or clayey sands or gravels with up to 30 percent passing the No. 200 sieve and a maximum plasticity index of 10. No gravel or cobbles larger than 6 inches should be placed in fill areas. Fill areas should be sh-ipped of all vegetafion and topsoil, and then scarified. Any existing fill or debris shonld be removed prior to placing fill. Fill should be placed in thin loose lifts; moisture treated, and compacted as shown in the following table. The recommended compaction varies for the b ven use of the fill. 14 January 18, 2002 Job No. 02-002 KOECHLEIN CONSULTlNG ENGINEERS, INC. Consulting Geotechnica! Ersgineers Rec ommended Compaction Percentage of the Percentage of the Percentage of the Use of Fill Standard Proctor Modified Proctor Optimum Maximum Dry Masimum Dry Moisture Content Density Density (ASTM D-698 (ASTM D-698) (ASTM D-1557) or D-1557) Below Structure Foundations 98 95 -2 to +2 Below Slab-On-Grade Floors 95 90 -2 to +2 Pavement Subgrade 95 (AASHTO T-99) 90 (AASHTO T-180) -2 to +2 Pavement Base Course - 95 (AASHTO T-180) -2 to +2 Utility Trench Backfill 95 90 -2 to +2 Backfill (Non-Structural) 90 90 -2 to +2 Notes: 1. For clay soils the moisture content should be 0 to +2 percent of the optimum moisture content. For granular soils the moisture content should be -2 to +2 of the optimum moisture content. We recommend that a representative of our office observe and test the placement and compaction of structural fill. Fill placed below foundations, slab-on-grade floors, and pavements is considered structural. It has been our experience that without engineering quality control, poor construction techniques can occur which result in poor foundation, slab-on-grade and pavement performance. PAVEMENT DESIGN - PARKING LOTS Pavement Construction - Pazkine Lots Based on the results of the swell-consolidation test on the sample obtained from a depth of 4.0 feet in exploratory boring TH-1, the subgrade soils have a moderate swell potential. Additionally, because we believe the existing fill was 15 January 18, 2002 Job No. 02-002 KOECHLEZN CONSULTING ENGINEERS,INC. Consulting Geotecknica[ Eizgineers not a controlled fill, we also believe the potential for settlement of the fill exists. The exisfing expansive clay fill at this site Tias the potential to cause movement of the pavement. If the fill is left in place below pavements the owner must accept the risk associated with pavement movement. Movement in the pavement may result in cracking, low spots, and other distress. Repair of low spots or cracking in the pavements due to the fill movement should be expected. If the owner is willing to accept the risk of potential movement from either swelling soils or settlement of the existing fill, then pavements may be constructed on the existing fill. In order to reduce the risk of movement, we recommend that at least 3.0 feet of the exisring clay fill beneath the proposed pavements be removed and replaced with properly moisture conditioned and compacted, non-expansive fill. Removing and replacing the subsurface soils beneath the proposed pavement may not eliminate the potential for pavement movement, however it will reduce the risk of movement. All fill should be compacted as recommended in the COMPACTED FILL section of this report. All asphalt should be compacted to between 92 and 96 percent of the maximum theoretical density. For a more thorough description of our pavement construction recommendations, please refer to Appendix A. 16 January 18, 2002 Job No. 02-002 Flexible Pavement Desi¢n - Parkin2 Lots KOECHLEIN CONSULT7NG ENGINEERS, INC. Consu[ting Geotechnica! Engineers The design of the flexible pavement was based upon an Equivalent Daily Load Application (EDLA), laboratory test results and the Colorado Department of Transportation (CDOT) pavement design standards and construction specifications. Design calculations were based upon assumed engineering soil characteristics from soil samples encountered in the exploratory borings to a depth of 4 feet. Subsurface conditions encountered within the exploratory pavement borings for the proposed parking lots (P-1 and P-2) consisted of existing clay fill to the maximum depth explored of 4.0 feet. The subsurface conditions encountered in the proposed pazking lot borings are shown on the Logs of Exploratory Borings, Fig. 3; and the Legend of Exploratory Borings, Fig. 4. Laboratory tests indicated that the soils encountered within the proposed parking lot borings, to a depth of 4 feet, classify as A-7-6 soils as defined by the AASHTO classification system. Pavement designs were based on the subgrade soils having an AASHTO classification of A-7-6. This soil type resulted in an estimated Resilient Modulus of 5028 psi. The Resilient Modulus was calculated based on the AASTHO classification of the soil and the assumed unconfined compressive strength. The Equivalent Single Axial Load (ESAL) value for the 17 January 18, 2002 Job No. 02-002 KOECHLEIN CONSULTING ENGINEERS,INC. Consulting Geotechnical Engineers parking lot was taken as 219,000. Flexible pavement sections based on these criteria are presented in the following table. Table A Summary of Flexible Pavement Alternatives Full-Depth Asphalt Asphalt + Base Course (Inches) (Inches) 7.0" 4.0" + 12.0" If an asphalt and base course section is planned, we recoinmend the use of a separation fabric between the subgrade soils and the base course. These designs assume that the asphalt component of the pavement has a 1500-pound Mazshall stability (strength coefficient of 0.44). Normally, an asphalt aggregate should be relatively impermeable to moisture and should be designed as a well-graded mix. These designs also assume that the base course has a minimum R-value of 77 (strength coefficient of 0.12). A Colorado Depazhnent of Transportation Class 5 or Class 6 base course will normally meet the base course requirement. Rigid Pavement DesiQn - Parking Lots A rigid pavement section was also designed using the same values of the ESAL and Resilient Modulus as those used in the flexible pavement design. The rigid pavement design is based on the working stress of the concrete, which is assumed to be 450 psi. The Colorado Department of Transportation pavement 18 January 18, 2002 Job No. 02-002 XOECHLEIN CONSULTlNG ENG7NEERS, lNC. Consulting Geatechnical Engineers design manual, along with the above mentioned design values, was used to determine a rigid pavement section. The rigid pavement design resulted in the minimum design section of 6.5 inches of concrete. LIMITATIONS Although the exploratory borings were located to obtain a reasonably accurate determination of foundation and subgrade conditions, variations in the subsurface conditions are always possible. Any variations that exist beneath the site generally become evident during excavation for the proposed building. A representative from our ofFice should observe the completed excavations to confirm that the soils are as indicated by the exploraTOry borings and to verify our foundation, floor slab and pavement recommendations. The placement and compaction of fill, as well as installation of foundations, should also be observed and tested. The design criteria and subsurface data presented in this report aze valid for 3 years from the date of this report. Routine maintenance, such as sealing and repair of cracks and low spots annually and overlays at 5 to 10 yeaz intervals, is generally necessary to achieve long-term life of a pavement system. In addition, positive drainage must be maintained at all times in order to reduce the risk of pauement failure. 19 January 18, 2002 Iob No. 02-002 KOECJILEIN CONSULTING ENClNEERS, lNC. Consulting Geotecliieicn! Engiieeers If we can be of further assistance in discussing the contents of this report or in analyses of the proposed project from a soils and foundation viewpoint, please contact our office. KOECHLEIN CONSULTING ENGINEERS, INC. Richard M. Wenzel III, E.I.T Engineer Reviewed by: \`,`e,• `°,r ~o~0~yssaN. o =v.~ ~m;cCP= :.o~ 16289 i ~C' ' : jQM A~ E~~°~\• /ll illl l 1111U11 William I~. Houlette, P.E. Senior Engineer (4 copies sent) 20 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers JI I V NOTTO SCALE VICINITY MAP JOB NO. 02-002 FIG. 1 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers i LOCATIONS OF EXPLORATORY BORINGS 1"=40' JOB NO. 02-002 . FIG. 2 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers- TH-1 TH-2 P-1 P-2 0 WC=10 WC=9 0 -200=69 -200=64 LL = 52 PI = 32 15/12 27/12 5 WC=B , 5 DD =123 8/12 5/12 10 WC=13 10 DD=112 11/12 31/12 15 15 F- O w m w ~ z 50/12 30112 = 20 W C= 9 20 = DD=120 Z H T a m w m 0 ~ 25 25 30 30 35 35 40 40 LOGS OF EXPLORATORY BORINGS JOB NO. 02-002 FIG. 3 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers LEGEND: ~ FILL, Clay, Sandy, Scattered gravel and cobbies, Lenses of clayey sand and gravel, Slightly moist to wet, Medium stiff to very stiff, Gray, Brown, Tan, and Rust. ~ CLAYSTONE, Slightly moist, Medium hard, Blue-gray. a CALIFORNIA DRIVE SAMPLE. The symbol 15/12 indicates that 15 blows of a 140 pound hammer falling 30 inches were required to drive a 2.5 inch O.D. sampler 12 inches. ~ BULK SAMPLE. Obtained from auger cuttings. Notes 1. Exploratory borings were drilled on January 8, 2002 using a 4-inch diameter continuous flight power auger. 2. No free ground water was encountered at the time of drilling to the maximum depth explored of 20.0 feet. 3. The Boring Logs are subject to the explanations, limitations, and conclusions as contained in this report. 4. Laboratory Test Results: WC - Indicates natural moisture DD - Indicates dry density (pcf) -200 - Indicates percent passing the No. 200 sieve LL - IndicaYes liquid limit PI - Indicates plasticity index 1%) LEGEND OF EXPLORATORY BORINGS JOB NO. 02-002 FIG. 4 KOECHLEIN CONSULTING ENGINEERS 61n. - in.3l4in 1 inytlln. #M A Y40 YFO %1W k1d0 ~DO I I ( I O 90 10 I I 80 I I I 2~ 70 I I ~ ~ 30 -o Z I U) 60 A 40 t m a Z 50 so A Z w I I m U qp D 60 I a 30 ~ 70 Zo I so io I I m o I I I I I I I o zoo ioo m i 0.1 0.01 0.001 DIAMETER OF PARTICLE IN MM +3" GRAVEL SAND SILT CLAY Sample of FILL, Clay, Sandy GRAVEL ] 1 % SAND 20 % Source P-1 Sample No. EIev./Depth 0- 4 feet SIIT 8 CLAY 69 % LIQUD LIMIT 52 % PLASTICITY INDEX 32 % sm myam z~o o rao ma aea r~ o ttia rioo ~ 100 I I I I I I o yo io 60 I 20 70 I I 70 30 Z I m N 60 p 40 a I m z F 50 50 ~ 2 w m U qp 60 y m a 30 O 70 2° ao ' o I I I I I ( I I 900 zoo ioo m 0.01 o.om DIAMETER OF PARTICLE IN MM +3" GRAVEL SAND SILT CLAY Sample of FILL, Clay, Sandy GRAVEL 10 % SAND 26 % Source P-2 Sample No. Elev./Depth 0- 4 feet SILT 8 CLAY 64 % LI4UID LIMIT PLASTICITY INDEX % GRADATION TEST RESULTS Job No. 02-002 FIG. 5 KOECHLEIN CONSULTING ENGINEERS ~ ~ ~ ~ ~ U N a I WATER ADDED $ z Pressure, p, ksf Sample of FILL, Clay, Sandy Naturel Dry Unit Weight= 1233 (pcf) Source TH-1 Sample No. Elev./Depth 4.0 fee[ Natural Moisture Content= 8 % SWELL-CONSOLIDATION TEST RESULTS Job No. 02-002 FIG. 6 KOECHLEIN CONSULTING ENGINEERS S 12 ~ ~ ~ ~ ~ a I WATER ADDED I Pressure, p, ksf Sampie of FILL, Clay, Sandy Natural Dry Unit Weight= 111.5 (pcf) Source TH-1 Sample No. EIev./Depth 9.0 feet Natural Moisture Content= 13 % SWELL-CONSOLIDATION TEST RESULTS Jo6 No. 02-002 FIG. 7 KOECHLEIN CONSULTING ENGINEERS ~ ~ ~ ~ ~ U N a WATER ADDED Pressure, p, ksf Sample of Source TH-2 Job No. 02-002 CLAYSTONE Sample No. Elev./Depth 19.0 feet Naturel Dry Unit Weight= 119.9 (pcf) Natural Moisture Content= 9 % SWELL-CONSOLIDATION TEST RESULTS FIG. 8 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers CLAYEY BACKFILL 10 - ~ I F- COMPACTED BACKFILL EDGE OF EXCAVATION (EXCAVATE AS PER OSHA REGULATIONS) MANUFACTURED WALL ORAIN GRADE WALL PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL FILTER FABRIC-,, GRAVEL~ FLOOR SLAB 6' MIN. I PERFORATED PIPE NOTES: VOID PVC SHEETING DRILLED PIER 1. DRAIN SHOULD BE AT LEAST 6 INCHES BELOW BOTTOM OF SLAB AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. 3. GRAVEL SPECIFICATIONS: WASHED 1 1/2 INCH TO N0. 4 GRAVEL WITH LESS THAN 3% PASSING THE N0. 200 SIEVE. 4. PVC SHEETING SHOULD BE GLUED TO FOUNDATION WALL TO PREVENT MOISTURE PENETRATING THROUGH VOID. EXTERIOR FOUNDATION WALL DRAIN J08 NO. 02-002 FIG. 9 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers CLAYEY BACKFILL - _ _ - - - - ~ MANUfACTURED 'III-II - WALL DRAIN ~~~Tjl COMPACTEO BACKFILL ~ RETAINING WALL EDGE OF EXCAVATION (EXCAVATE AS PER OSHA REGULATIONS) FILTER PERFOR4TEDPIPE NOTES 1. DRAIN SHOULD BE SLOPED DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. 3. GRAVEL SPECIFICATIONS: WASHED 7 1/2 INCH TO N0. 4 GRAVEL WITH LESS THAN 3% PASSING THE N0. 200 SIEVE. TYPICAL RETAINING WALL DRAIN DETAIL JOB NO. 02-002 FIG. 10 W a Q ~ b b W b b ~ c ❑ c d G ~ A m ~Fi, A ro F U U ¢ U U n. w r~ w 0 6 U ¢ ] ~ . W O ~1 ~ C N L4 F~ .a W ~ t -r l~ M w v~ o. ~ ~ °o w az~n U ! ~ ~ v M a ~ ~ {2~ a ~ ~ ~ Q H a a z Q a ~ ~ Q 0 z~ a W~ ° ~ ~ Q Q . o 0 N U z ~ ~ W w Z 0 z w 0 z J 7 N Z O U Z W J U w O Y ~ ~ 3 ~ ~ 3 ~ CL O O O ~ ~ ~ ~ U ~ O ~ O ~ N 3 0 ~ . p y Z ~ m 0 z ~ January 18, 2002 Job No. 02-002 KOECHLEIN CONSULTING ENGINEERS, INC. Consu[ting Gentecknica[ Engineers APPENDIX A RECOMMENDATIONS FOR PAVEMENT CONSTRUCTION - January 18,2002 KOECHLE7NCONSULTINGENGINEERS,ING JobNo.02-002 Cansu[ting Geotechnical Engineers FLEXIBLE PAVEMENT CONSTRUCTION RECOMMENDATIONS Experience has shown that construction methods can have a significant effect on the life and serviceability of a pavement system. We recommend the proposed pavement be constructed in the following manner: 1. Where the subgrade soils do not satisfy the compaction requirements, they should be scarified, moisture treated, and recompacted. Soils should be compacted as specified in the COMPACTED FILL section of this report. 2. Utility trenches and all subsequently placed fill should be properly compacted and tested prior to paving. Fill should be compacted as specified in the COMPACTED FILL section of this report. 3. After final subgrade elevation has been reached and the subgrade compacted, the area should be proof-rolled with a heavy pneumatic tired vehicle (i.e., a loaded 10-wheel dump truck). Subgrade that is pumping or deforming excessively should be removed and . replaced. 4. If areas of soft or wet subgrade are encountered, the material should be overexcavated and replaced. Suitable on-site soils or structural fill may be used. Where extensively soft, yielding subgrade is encountered, we recommend the excavation be inspected by a representative of our office. 5. Aggregate base course should be laid in loose lifts not exceeding 6.0 inches, moisture treated to within 2.0 percent of the optimum moisture content, and compacted as specified in the COlVIPACTED FILL section of this report. 6. The aggregate base course may consist of processed recycled asphalt. The recycled asphalt base course should meet the gadarion requirements of CDOT Class 5 or Class 6 base course. The recycled asphalt base should be laid in loose lifts not exceeding 6.0 inches, moishue treated and compacted as specified in the COMPACTED FILL section of this report. 7. Asphaltic concrete should be plant-mixed material and compacted to between 92 and 96 percent of the masimum theoretical density or to at least 95 percent of the maximum Marshall value. 8. The subgrade preparation and the placement and compaction of all pavement layers should be observed and tested. Compaction criteria should be met prior to the placement of the next paving lift. January 18, 2002 Job No. 02-002 XOECHLEINCONSULTlNGENGINEERS, INC Consultii:g Geotechnical Engineers RIGID PAVEMENT CONSTRUCTION RECOMMENDATIONS Rigid pavement sections are not as sensifive to subgrade support characteristics as flexible pavement. Due to the strength of the concrete, wheel loads from traffic aze distributed over a large area and the resulting subgrade stresses are relatively low. The crirical factors affecting the performance of a rigid pavement aze the strength and quality of the concrete, and the uniformity of the subgrade. We recommend subgrade preparation and construction of the rigid pavement section be completed in accordance with the following recommendarions. 1. Where the subgrade soils do not satisfy the compaction requirements, they should be scarified, moisture treated, and compacted. Soils should be compacted as specified in the COMPACTED FILL section of this report. 2. Utility trenches and all subsequently placed fill should be properly compacted and tested prior to paving. Fill should be compacted as specified in the COMPACTED FILL section of this report. 3. The resulting subgrade should be checked for uniformity and all soft or yielding materials should be replaced prior to paving. This should be done by proof-rolling with a heavy pneumatic tired vehicle (i.e., a loaded 10-wheel dump truck). Concrete should not be placed on soft, spongy, frozen, or otherwise unsuitable subgrade. 4. Subgrade should be kept moist prior to paving. 5. Curing procedures should protect the concrete against moisture loss, rapid temperature change, freezing, and mechanical injury for at least 3 days after placement. Traffic should not be allowed on the pavement for at least one week. 6. A white, liquid membrane curing compound, applied at the rate of 1 gallon per 150 squaze feet, should be used. 7. Construction joints, including longitudinal joints and transverse joints, should be formed during construction or should be sawed shortly after the concrete has begun to set, but prior to uncontrolled cracking. All joints should be sealed. 8. Construcrion control and inspection should be carried out during the subgrade preparation and paving procedures. Concrete should be carefully monitored for quality control. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13526 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 3/6/02 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: R.V. AMERICA Property Address : 12901 W 43RD DR Phone : 431-8121 Contractor License No. : 20259 Company : Janard General Contractor, Inc. Phone : 303-274-2745 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for co liance the Wheat Ridge Building Code (U.B.C ACTOR)all ot applicable Wheat Ridg ordii an s, for ork under this permit. / 3$4L Construction Value : $480,000.00 Permit Fee : $3,121.75 Plan Review Fee : $2,029.14 Use Tax : $7,200 00 Total: $12,350.89 (OWNER)(C NTR IGNED DATE Use: //RV Please Note: NEW R.V. S CENTE Owner/contractor is responsible for locating property Description : lines and consffucting improvements according to the approved plan and required development standards. The Citv is not responsible for inaccurate infomiation BUILDING DEPARTMENT USE ONCS'_~,ors resulting from inaccurate information. * SIC : Sq. Ft..: Approval : TRC OK. 6 MAR 02 - COLOR OF BLDG NEEDS TO BE DETERMINED Zoning : PID ~ ~ OK 3/1/02 Approval: DM Approval : MJG Occupancy : Walls Electrical License No : 18541 Company : Brug Electric Expiration Date : 2128/03 Approval : OK/KS OK. 3/5102. PLEASE SEE ATTACHED DOCUMENTS/LETTER Roof : Stories : Residential Units : Plumbing License No :21222 Mechanical License No : 21098 Company :Shamrock Plumbing & Heating Expiration Date : 8/31/03 Approval: oklks Company : Advanced Air Technologies Expiration Date : 8/29/02 Approval : OK/KS ('I) mIS permit was Issuetl m accomance witn tne prowsions set rottn m yopur appucavon antl is subJect to tne laws ot tne State ot coloratlo antl to tne tonmg Regulations and Builtling Code of Wheat Ridge, Colorado or any o[her applicable ordinances of [he City. (2) This permit shall expire if (A) the work auihorizetl is not commenced within siaTj (60) days from issue date or (6) the building authorized is suspentletl or abandoned for a period of 120 tlays. - (3) If this permit expires, a new permii may 6e acquired for a fee of one-half the amount normally required, provitled no changes have 6een or wiil be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the naturel Flow of water causing a drainage pro6lem. (5) Contraclor shall notify the Building Inspector twenTy-FOUr (24) hours in advance for all inspeciions antl shali receive written approval on inspection rard before proceediing with successive phases of the job. (6) Thnce oit or the aPProval of drewings and specifcations shall not be construed to 6e a permit for, nor an approval of, any violation of the io ng codes or any other ortlinance, law, rule or regulation. a Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date 3 S o 2- Applicant '~&.D~. Phone # Location of Construction (2~'0 ~ W ' Purpose of Construction C~w~c-e~w.- ~PV Building Permit Value Single Family _ Commercial Muiti-Family _ DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ I00 . 0 CD (for document processing) Single Family Residential Review Fee: $50.00 (for review of applicable technical documents ) Commerciai/Multi-Family Review Fee: For review of existing technical documents $100.00 $ For review of technical documents for construction in right=of-way, final drainage report and erosion control plan $500.00 $ SDO •°p Subdivision Improvement Agreement Fee: $125.00 (for document processing and recording) pevelopment 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: (for document review and processing) Class 1 application = $150.00 $ Class 1 Publication/Public Notice = NIA Class II application = $250.00 $ Class II PublicationlPublic Notice = $90.00 $ TOTAL REVIEW FEES: (due at time of building permit issuance) $!o oe:) • o0 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 Appiicant Date 3-° "cv, Files on Enginent/Forms/Review Fees-BuilTing Permii Ap Rev 04/01 o~ w~r DEPARTMENT OF PUBL/C WORKS ~ ~rd BUILDING PERMIT APPLICAT/ON REV/EW °L ORP `3~5"lD c9~ Date: z Location:12,zF~( (J. 421F-D 1>e,vE Attention: Building Departtnent I have reviewed the attached materials submitted in application for approval of at the above referenced address. Please note the suimnary comments below. 1. L'- 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/gading provisions have been reviewed and aze: OK Not OK; refer to stipulations. 3. ~ NPDES Permit Required: _ Yes ~ No 4. ~ Public Improvements: a. street paving needed: Yes ✓ No b. curb and gutter needed: Yes ~ No c. sidewalk needed: Yes v No d. street lights needed: Yes ✓ No e. storm sewer needed: Yes ~ No £ letter of credit required : Yes ~ No If a letter of credit is required, for what unprovem ents? _ Amount of letter of credit: 5. .i Subdivision Agreement required: Yes ~ No 6. ✓ Development Covenant required: _ Yes ~ No If Yes, for 7. Traffic unpact analysis and report required: Yes ✓ No 8. ~ State Highway Access Pernut needed: Yes ✓ No 9. ✓ New roadway or alley R.O.W. dedication recommended: Yes ✓ No If yes, what is recommended? _ 10. All existing dedicated roadways/alleys meet the standazds of the City:- Yes No If no, which do not and what is requested: 11. ✓ APPROVAL: The Public Works Depariment has reviewed this reo,uest and herehy g;ves ;rq approval , ubj ect to the above and/or attached stipulations. ~~z igna ure ichael Garcia D'ate 12. _ NO APPROVAL: ThePublic Warks Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Garcia Date 13. ✓n Stipulations attached: Z~Yes -Or-1<Io S~ AMctF~ Zi5~ 14. _L4~~ Suinmary Comments: Av f/,~i~wasF io 7"E ,ex.sn~h f'wacic /M~2ovE.N£.[TS As A Rr~Sutv' OFTF/if GoNSr~~cTia~✓ ~S %o BE REr~~~~, 3 %rFE f'c/U.-cr A'/PUG.en/T Tp c~ry s7-4va.4.zos Pz,ve Tb C'c• lSSUAn(GE. LNivA6E ~-ECT/r~[dTeN LE)TF~ tS /ZEQuIRfi'p /%/v2 To C.p. /SSvpNGE. Files on EnginendForms\Bldprmt3.frm " Rr.v 05/nn 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80215 Wheat Telephone 303/ 235-2868 Ridge FAX 303/235-2857 March 5, 2002 Mr. Thomas P. Ryan, P.E. Futura Engineering, Inc. 12741 E. Caley Avenue, Suite 126 Englewood, Colorado 80111 Re: 12901 w. 43`d Drive (LOt l@ 44t" Ind. Pk.) -second Review Comments of Final Drainage Study, Grading & Erosion Control P1an, and Construction Plans Dear Mr. Ryan, I have completed the second review of the above referenced documents for 12901 W. 43`d Drive received on February 28, 2002, and have the following comments: Tra£fic Planner A copy of the construction plans has been forwarded to the City's Traffic Planner, Mr. Dave Mentor, 303-235-2866 for review and had the following comments : Traffic Planner Comments pertaining to Final Submittal: 1. Along 44`h Avenue, curb and gutter with a detached sidewalk of possibly 8' wide with a treelawn also of possibly 8'-10' feed wide with turf and irrigated will be required. This could be accomplished tlrough an easement if needed. Approved street trees, as per Streetscape Design Manual guidelines, will also be required in the treelawn. Along 441 Avenue, a maintenance agreement (for maintenance of treelawn landscaping by the owner) will be required to be signed by the owner prior to a certificate of Occupancy. 2. At this time further details for an upcoming 44th Avenue streetscape project are not yet finalized. Features to be used in a future project are scheduled to include: street benches, splash pan, and pedestrian lighting. Money in lieu will be required for the features envisioned at this time which would be constructed by the City at a later date. (Additional features could be added to the fina144Ih Avenue plan). The cost to the applicant for the features envisioned at this time will be 31.85 per lineal foot of frontage along 44`h Avenue. Typical "Bare bones" Streetscape Items/Cost$rice ea. Price per l.f. 1 Street Bench approx. every 250' $1067ea $ 4.25 l.f. 1 Ped Lamp approx. every 70' $1600ea $23 l.f. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 ~ LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 3ls<oz ADDRESS !2y'o1 I~~~~ ~vE Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this .r 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 Deparfment, and prior to the issuance of a Cerfificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing cond,iion(s) of the public improvements at this address. If you have any questions, piease contact me at 303-235-2868. Sincerely, Michael Garcip, Development Review Engineer cc: File Files on Enginent\Development Review/Forms & form letters\No}ification of PI Restoration Rev 05100 DF WHEqT ~ P ~ o APPL/CAT/ON FOR M/NOR DUMP/NG/LANDF/LL PERM/T " m . c~C OR P~~ APPLICANTS NAME: APPLICANT'S ADDRESS: !330I <I-2r4 4*9 vAr /S v~''~ lL~• d"~~ ADDRESS OF FILL: Jz~'7dl GJ ,7-3m 46LE. Z~5 -1 ' DATE OF APPLICATION: -2 - 26 'L-)Z- /MK All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: A// pub/ic impiavements, when constructed, sha// be maintained (by the respective individua/(s) and/or company responsib/e for fhe construction of that pub/ic and/or private improvement in the respective deve%pment) on a dai/y basis, oi as needed, such fhat they are free of mud and othei consbuction debris tracking from the site. Fai/ure to comply wifh this requiremenf wi// resu/t in the enforcement of Artic% Specified Nuisances, Section 95-21 (3) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope; or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in additiori, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A Location and dimensions of ali property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filled .and/or excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files on EnginentTormWill Permit.wpd 1 Rev. 03100 C. Excavation and/or fill areas shall be graded to facilitate weed controi until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards 107to 1000 cubic yards for the first 100 cy $10.00 $15.00 $15.00 Z~o plus for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 7000 cy or fraction thereof 10,000 cubic yards or over *Wheat Ridg'e Code of Laws Section 5-76. $5.00 }o ~ $ 60.00 $4.45 $100.00 TOTAL $ -5c6y1 All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Appendix A, Section 24.13. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE. 1 HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. 1 SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE J06 SITE. APPLICANT: CITY OF WHEAT RIDGE: ~1et~t ~tJ~ADSvr~ Applicant's ign re City Engineer Owner's Signature (if different than above) Approval Date FilesonEnginent\Foxm\FillPennit.wpd 3 . Rev. 03/00 ; ' . . . . . ~ DEPARTMENT OF PLANNL _:'v tir, t7ELOPMENT Building Permit Number: - . _ - OF WHEqT BUILDING INSPECTION 1.INE - 303-234-5933 Date: CITY OF WHEAT RIDGE U m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - 303-235-2855 ) C~C ORPOO ~j . . A~P~"iCA-TION Property Owner: /e. 1/ . /7 ti(~cPn' 'CA Property Address: I Z y0/ Phone Con4actor License No.: 'Zo2S~ Company: -/.~4/✓~A/a GFs~L~..-~ 2. Phone: OF UNDERSTAr7DING AND AGREENIENTI hereby certify that the setback distances pmposed by this permit application are accurate, and do notviolate applicable ordinances, niles or regulations of the CiTy of Wheat Ridge or covenants, easements ot restrictions ofrecord; that all measurements shown, md allegations made aze accurate; Utat I have read md agree to abide by all conditions printed on this application md that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C) md all other applicable Wheat Ridge Ordinances, for work under llus percnit. I , f/Z Description: / (f YN'( IL 995, g BUILDING DEPARTMENT USE ONLY ZONING COMMENTS:-tn ^ Approval: G h1Zr ,Z n~T44-,, i Zoning: ~-BUILDING COMMENTS: Q~ Approval: A~ PUBLICWORKSCOMMENTS: Approval: c~.u~•-~.`~o~ pec~w.Ew'r5 /l..6-rit'~- \ r r'~ . T . Oceupancy: Walls: Roof: Stories: Resi en '1'";~ °"a Units: lech-ical License No: / ~o: Mechanical License o. a(L~ g i.pany: (C~~j~t Company: ~aamrt~Ic~ ~f~,.j~tCeDl_~~' Expirarion Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) 17tis permit was issued in accordance with the provisions set forth in your applica¢on md is subject to tlie laws of tlie State oF Colorado md m Ne Zoniug Regulatiovs md Bitilding Codes of WheatRidge, Coloado or any othec applicahle ordinances of the City. (2) This permit shall expire if (A) tlie work authorized is not comme¢ced within sixty (60) days @om issue date or (B) tlie 6uilding antliorized is suspended or abandoned for a pedod of 120 days. - (3) If tlus pennit expires, a new per,nit may be acqnired for a fee of one-lialf tlie mnount mnnafly reqnired, provided no changes have 6een or will be made in Lie original ptans avd specificatlons and any suspension or abzndonment has wt ~xceeded one ( I )yeac Itbhanges hzve bezn ur il'wspensiun ur nbaudunmmiii exceeds one (1) yeaz, full fees sha116e paiA for a new pennie. (4) No work of any manner shall be done that will change tlie nanval flow of water causing a drainzge problem. (5) ContractorshallnotifytheBuildingluspecmrtwenty-foar(24)hoursinadvaace forallinspec[ionsandshallreceivewnttenapprovaloninspectionczrdbeFore proceeding with successive phases of tliejob. - (6) The issuance of a prnnit or tlie approval of draxdngs md specificatlons shall not be consvned m 6e a pennit foq nor an approval of, any violation oF ihe o ' of flie huildivg codes or auY other ordi¢ance, law, mle or regulafion. Chief ' ing Inspector Construction Value:$ ~WGZO Permit Fee:$ Plan Review Fee:$ 003q. Use Tax:$ Total;$ ja,35~J.8-7 4~'-F (00c~ ' ~ t. A N i-E) J GENERAL CONTRAC70R, INC. 44 Morningside Drive • Lakewood, Colorado 80215 • Phone 303-274-2745 • Fax 303-274-1216 LETTER OF TRANSMITTAL TO ~fi7Li cht ~~If+9r /!J6Z DATE 2-Z~> -02. ~O?l W , Z`! "/'✓U~ PROJECT &40 406~ ~215 1~'- We are sending you `WAttached ❑ Under separate cover via the following: ❑ Shop Drawings WPrints ❑ Plans ❑ Samples ❑ Specifications Iq Copy of Letter ❑ Change Order ❑ copies date des ription 3 2 z7-o2 69W (~941,,6 ~Oj~f~~ ~aLq\ 3 2 z~a ~s~ ~3 ~R b/'~J crd-c ac~- JT" 6 2. &/LPzr~ 47S~ BUlea/,g r~ sr,1?4a) /Z; iO .~S~GU l 2'z~ WTG4 6..,Wr6s47 I~ Akl'ld -Cvrk'2 1~t~1~i~ / Nt~' fd~YYyf.c~'~ae fv~, ~`lidra~c- ,L,IJ-'9'~~'t LB-✓J /r~- THESE ARE~lRANSMITfED as checked below: For Approval ❑ No Exceptions Taken ❑ Resubmittal Not Required ~For Your Use ❑ Revise and Resubmit ❑ Submit Specified Item f~For Review and Comment ❑ Make Corrections Noted ❑ Rejected REMARKS : ~✓h~''-~7 ~`L~ Sv?u ,.u, ~ a ~ City of Wheit lticlge, Coloraclo Bitild'uig Division Plan Review Correction Notice ~ / ~1dch~css: 12901 W 4311 Drive ~J61v Owner: R.V. America Contr-actor: Janartl General Contractors Project: New Commercial (6233 sq ft) Occnpancy: B/ S-3 Valuatioin: $480,00.00 llutc: January 29, 2002 1,V Show roof access location and provide ladder detail for mechanical equipment on roof. UMC 307.5 2.✓ Group B/ S-3 occupancy requires a one-hour occupancy separation, label walls, ceiling, doors and opening accordingly. 3) Provide horizontal occupancy separation detail at floor ceiling assembly between offce and second floor storage mezzanine. 4~/ Correct building data by removing second floor increase in square footage, tnis area will be considered ~ as a mezzanine due to being open to the S-3 occupancy antl not a second floor. 6~. The soils report recommends 24-inch diameter caissons due to ground conditions, provide !etter from engineer stating they understand the soils report recommendations and are going to disregard the recommendations. 6/Detail C-S1- specify how embedded plates antl weld are to be protected form rust and corrosion. 7,0 Sheet S-2 - detail how one-hour floor ceiling assembly is to be installed around beams and cast panel attachment locations. 8. Show horn strobe locations on electrical plan. Z1 9, Panel Schedule "A" - Why is it not possible to use all 50 amp RV receptacles at any one time? (non- coincident loads) 10. Provide additional connector details for front canopy, i.e. all load bearing locations and connections Please make these additions or corrections to the submittal and resubmit for review, if you have any questions please contact me at 303-235-2853. Thank You, Darin Mor Codes Ad inistrator • F ~ire Protec~ ~ion District A~ 6 Protecting L.ives And Property Since 1962 Janurd Genera] Contractors Reid Gamberg 13301 W. 43ed Drive Golden, CO 80403 R~--VV-Amcdm-:. Cc: City of Wheat Ridge Planning and Zoning Reid, I have received and reviewed the drawings submitted for the above-mentioned project, following are the comments of the Fairniount Fire Protection Die-trict concerning the constcuction drawings submitted. 1. A fire hydrant shall be within 150' of the Sre depatimern connection if one does not exist one shali be added at the entrance. 1 Fire alarm and Fire 3prinkler dnwings shali be submitted to this office for approval and peanit from yout fire alarm contractor and your sprinkler contractor. 3. A Knox Box shall be mountad at a height of 6' from grade at the front door to retain all necessary keys for access to building. A Knox Hox application is attached. 4. Provide a code in the automatic gate for fire department use, if gate is so equipped, contact fire department for code approval. If I can be of any further assistanCe regarding this project please feel free to contact my office 303-279-2928. Respectfully, FAIltMOUNT FIRE PROTECTION DISTRICf ny K,igrani, F~ e~ Inspector 4755 Isabell Streot • Golden, Colorndo 80403 • rhonc (sos) 279•2928 9 Fax (303) 278-1252 Zd WtlLS:80 cOaZ OZ 'q33 cScS BLZ 20£: 'ON XtJ.J au? j;unow.a[p3; W063 Feb,20-02 11:06A DEVREVFAX 303 235 2857 P.01 . City of Wh~at Trari - ~dgE-' FOX Sr'r''tta! 7500 West 29' Avenue • Wheat 2idge, Colorado 80215 Planning: Phone # (303) 235-2846 Building: Phone 0 (303) 235-2855 Engineering: Phone i` (303) 235-2861 Fax Phone V (303) 235-2857 DATE Z ' ~ ~ 0.2--' Name: ~ID GA MB Organization: FaX: Ir0 3 - Z~-~--- Vf Phone: -3 From: lyty i o~46o7im- 3U 3-23 S Ze6(P Division: Planning ❑ Building ❑ Engineering,~ Subject: Zff- # of Pages: (Inclyding cover poge) Z . Eomments• KVID AsA~D H r., e L<~-_.fa I(oW -UP Original to follow in the mail ❑ Yes )~No February 27, 2002 Mr. Darin Morgan CITY OF WHEAT RIDGE Code Administration 7500 West 29th Avenue Wheat Ridge, CO 80215 RE: R V America 12901 West 43rd Drive Code Correction List Darin: The drawings submitted are revised as requested for this resubmittal / permit application. A revised date of Fe6ruary 25, 2002 is indicated. 1✓ The roof access ladder and hatch are shown on Sheet A2 and A3. 21/ Section 302.1 allows administrative and clerical use to be accessory to the major use if their area is 25'No or less of the major use. The calculation for the separate areas are revised on the cover sheet. The mezzanine area is not figured into the major use calculation. 3J The above note applies to the horizontal occupancy separation. 4,/ The Building Department Data is corrected. ~ 5O Janard Construction is aware of the 24" diameter pier recommendation made in the soil report. The soil engineer will be present at the time of all pier drilling and should large cobble be encountered they may change to the necessary size. Janard encountered the large cobble on a project down the street and will coordinate this with the drilling equipment and the engineer. 6 j A Sonneborn product specification is attached - Hydrocide 600 will be used to protect the steel from rust and corrosion. 7 Refer to note 2 above. 8 Refer to Electrical drawings. 9 Refer to Electrical drawings. 10 Detail 5 on A5 is revised to indicate connections, etc as shown on the Structural drawings. Refer to sheet S3 for additional framing and related details. The tube steel brace size will be as indicated on Sheet A5. • 13050 West 43rd Dr. Suite 200 Golden, CO 80403 303-278-6889 ■ RUDD & ASSOCIATES Atthitecture and Planning Page 2 PLANNING ISSUES: Travis Crane, Planner CITY OF WHEAT RIDGE Planning and Development Department tA The setback dimensions are provided for building department data as they relate to allowable area increases. The street center-line becomes the front setback line when applied to the UBC. The same applies to side and rear setbacks - 10 feet is the minimum setback on this lot, not the other dimensions indicated. 30 feet is now also indicated as a dimension to the property line for front setback in this data, but it does not apply to allowable area increases - 55 feet consists of the 30' plus 25' of the 50' street right-of-way. 18 Oeed provided 2A Light fixture height are revised to 12 feet 2B Parking area light fixtures are not use. 3A The building colors are revised to match existing colors in the Tndustrial Park. In the case of the RED color - we will apply severai paint colors to the wall panel trim and your department can pick a color or tet the owner know what color you want in place of the RED at this time - Hari Sach at 303-431-8121, owner. Please call me with your decision on the cotors 4A Rock size is revised - again. 5A Signage area is indicated - the area looks to meet the square footage criteria. Please call me should you have additionaT questions. Respectfully, Michael Rudd, Architect RUQD 8 ASSOCIATES ARCHITECTS, PC 13050 WEST 43rd DRiVE SUITE 200 NfIFAT RIDGE, fA 80403 303-218-6889 Feb-28-02 09:22A R. D. Fritz I'C:IIU[l:5 ■ SullaACfa'aiccn'or9Wlutyctinnsufacr.s... Yi HR~fhmbqiJn... ■ WnrHli~ctnMmayLectn~dwNhuwln... M qcrA~te.-. S IIO'1n150'F641Y[OfiGClsttvkeiCnyoCrobue r.qir..... 210 ~Sonnetiorril Weaterproofingif systsms SdNOSN16Lb~' HYDROCiDEO 600, 700, ond 700B Wltcrbvzne ennulsitied-asphall dampproof3ng compounds r~^ Belicfils ■ SDreds OaTmoofli0 M new (alrc1a[bn wdM ■ RtlNmkes(eeharartlscNurhx)applicalion ■ U5efhlenNY ■ WilhtGt~qs~fm3lcY(ky~5iunanACprtraqlpn ~ SUII2IIIC(OfI1HKl(AfM1}ICS How to Apply AydriiclJew 600, 700, and 700R swocarrrnaianm ,msorr~s.&nqmecwino io suroceJhoiilduchcecfat . tinAscvai=a. qreasr..Nrt.bitaixn.aMioose f.l BackllM1ing:MUeDackf9lat ~tlfR~FdlOlYSU-li!CSMatUC ICis[24tOA8h01NSNtCIippwia. Uampevuvl wW~ wateram) kqri wW Iion.butWlNn70ay5.DOno[~v0• 011, 1110.i1 IX11]Ik.llYN1. hUf¢ OI tlalili9L' [h2 (tlT v GSLfdCE thecwmgormmbranes sorm MPq[aQOn ~IVwak):• 7W h. aon~~'U wilh a VMM.Ity[qoCi~Y!~ p70 an0100U ate aPpGCO hy OiwA; rdkr, a saray wilh Lq ixqx!r CInivninnt. Con;uK lqE $qaY W VPnMfI ntv1U(dCLlfer Wr nnie Lnfum,llw. EMtGTIpr slMacos UCrow, pride--aeniesurfacet tl ApriY flYdrxltl¢'''700 in 1<ad W Irwqd. ry„ilY %13011 fn i roa[s bY I1fU11) N wm. aIklWlly fIfSCCAdf l0 (Ify LRly IMfUIC al)Lll SCCdN1 uut. F3 idllnalpeM[CSanJpouve5, VIw'4,1117 Rxe w, tix) t nintlnuous ani h[e from 6ed:s aiq dnhoks. emv eoaunu wo exwsed ton aia uWSfdceOpa of IoaVnJ.SpCtl araircl aqldms. yoovc; arvJ slo(s and hNO aN clNSes, tanU5,leveah, si(uatbrts maY Wuke gotttlb0 M2rd. Extetlor Sur(aces Debw gr:niC- porDUS wtH[es tNee aRernMe Iechriqucs aie emeevefreaae. A1 MenJxmesystem:nr~>Nt tool a INttotltlM 7fAa zcualsaF 1ry[Modde~700BasdCxlimctahove untlM 0.+5o5uTxes WM1hln4 hours, aoplyqlas falnlcmemMrc CbihOYCf dN 5lY/oceS W fnatln9. dlMippnp ap pdj6 at IEast 3' 06 MnH . M¢is tYIWy Ntn plaCe Wilh- OUI WtlnkLS. V111M124 h011f5, BpPly an tdAiGonalcoatof IlWrocitlos700 ar ~harocme• 1000. nrowmsetaa U.xNiAastlesuipCAaboveimcfcr Bar.pifng. (303) 843-9078 P.Ol f'3 Two-eoacsyseerteFp~ka IXIn1A CG3[C~ IIyAfOCk1M 600 i4phlil rnnlsipt M 20Y.4rwNm0 wilh dmn Walec NNW p6ne mat [o Jry 1#y lo tou[L aM zCdv f CaaLM IIyll10ddM lOUiSAEYflb¢d dCW6 undei Oense Aulaas. nlow tnse[ :na haeRw as aeudUCa obove uMr1 Natldining. kl Patqe roat syttem: Apply a Wige mat cf cemen[ morwr in the bkxk wall, canying the parge coat kan Ire Ooltam oF lhe foalings lo gro0e level antl Pormhg a rove at tltc~incliql of fh¢ wd4 and foo[in9. Nav [o cuie. Appry dher I trowH roat at ItyAOdAe° lOD a 7 dU51t ar spi'ay tctals oF NW, 0000 )008 as descrlUeU xlroJe unkr Oense SURaces. Mbw to sel an0 W[kflll 25 desolbed abave irMer BackFlNing. Whcre ln l lse Itydrocldeo 600,700, auJ 70011 ~ EMIPf~Ot AIAMES FtCbYI tydfk ■ Kxesoltavitywals • eonds oar,tneire Insuwbn to vanY SUbSUifES q HytlraNemIW antl IWdro[idc 7000 are excHtnot vapornNarcMfs. MNY h i tW t. cYryLtp Ihe owtlig Inamlaeawx1a110n4; 9tooW9, ilnl sluu, fotvMno all tA'cals arq somm 0f KiI(YTVS 211d fDfIltIlllM1q 17' 130$ mmi art m xqdmmp panwonsand sancs. kwhoade+5oo may yw tc IRetl. VSO t 2IX Wfe W3L5.3' neetle4 deDaidln9 on mrwuN oF Vapor retaQilg ceilcd far. p AIpW Ip Sek Y Wd115 az210 rectlve hmd wal posler, use Iurrln9 slrins or metal lath. U IrydrnrtM7qaM700Uhae hrni used successluIW fw Lvrvling naWsMene u,sutatbn oowd ta a wldC va1lQty af SWSIfDt2s. onSR2 feslhp WI[h xlwl sUbsbah'b rg'- pIVI12q11Cd. i11lerlor wffMM Tb0Y2 9titl6- wpor reuraer W fMlr0dtle•6W.700.8W7000 mav m iKm r,dWdiaN Wm combtutlon fa Um*ipproctnp Uw: exta rkr tace W Inl¢+la waAs In caNry waA mnzlrtctlon. Fnr 1Se51 1'eCfnrspanec d ftiolatfromraYn wt➢cwUnv Aas se[. ■ ASASOCtlINalkmsreVWrcMtIm or 6ln m sMidu tkskjn f ey(nres to aiure ah;duto:dhesbn M pamr. 0 KmnFmt (foezingY, llu (M1l011M9. . A krytNiXilCrynCNx:lsshauklp! pnLKlie1 of eovMed wilhin ) StYS Cf appAGttion. ~ Oono[apdvatta~~peranres bCW/ AO'P IA'Ga MxYl lan' ce~Mwes arc eKpectN en ra~ eo 40'F I4"CI kl U1e neM 14 hours. ~ Oo not use tqvkrcWM »lo aHi 70DD as d~-bonis m cntirgs o/ umtler PwUanEl cemcntrtdes alaedh9s. t9 btxusshatldno[tcr.xM.M lo kngteim W. ■ M14Yaemhdnll+emos[Nne~tt vM51wi ol IIYS daU gutlde 6 bepi9 USetl: cA [uStOrnCf Servke I7-W 04S-95U1 to wrYY lhe rtwrt attrnt verNOn. ~ NDlin[¢rldcxllOflnngleim wafr.r Innnersbn a fa apd'aa Oop wtth Wa[er pessue. M proper aqyKatlan h tlx respan- 91ABlY of tne ustt fYfd NsNS by CIMn'Rex lnc. Detsalntl we far uie ypose of maklnv teawcal remmmenUatlons an1y. aiE are rwl [o A+peNSe or poNde qvally tt1Mfd M UM~Ob Silrt. 7 auiNrq Tomorrow Topelno~ .~(w 01110 b9t'NtKAC PM1 W'~+PM) CW Feb-28-02 09:23A R_ D. Fritz J 2U01 I'K1 IU: A fll1 Ulll.lAl echuical Data ~compWn«s ■ Hv3raine*6ouwmotlecwah ASfIJ 0 1107. N1x 1. aIW nstu o 1227 95. hiV S. class I. • IIWwtlGr•700 cpnUGeswiN ASSM D 7277-7. MIe t. Cpss I .,xl Ail'A1 D 7t91, Tryx i. • H4,"dt1N. %OOOCpnOilCS Wlttl p57M 0112 I-5i. h0c 7. [IJSS I. acx/ nStM 0 1187. Noe i (303) 843-9078 P.02 t'lln f1U. SUJJ73UIIU I". UJ 7yplcal Vropettles Order Infonnation SSGatanUrums SWllonCans Ip9p fl093U OWe°500. fm'i. 91 ' H tumC° 7~ID.Ibs. 520 47 !I otlR¢! lOM).IbS. v tlyJrnCVIeElxi n ron(ilulted asph;dt emulsibi tlaiwWOOfug fa alMYkatilln bv bnaii ot w+ar • innrocar.+7oo:rmratea Y.pIIYC~MlI~k1b1 C3111PpfO0fN9 !or opp9[a{Irn py Ilowcl i tryrXU~Uc°7UU~3:ASMakmM~ Sbn SNNhr m IlWfatMM 700. hul fl'InforcN wi1115Mrter iNxrs (a Musn a snray appOCeGOt1. DO fqt allow UIDSC 1031CfWl3lD freexe h contaY+er, tlo not smre UtbW SS'F 417'0 WMC~ nqmil coveraoe ShelF ME Ls hdcall`! I Year wnm smfeU h Lrioptlne0 mn[aneri Rvclradde• wo 70 - tao w. N. pvuaern w cw[ 91.80 -tA5 m*Al 700 1/76" wet liim. ZS Sq. ft pcrpalbn 116 m we[Nm; 0.61 mi 1/g' wetPFn: 72.5 Sp. H, per 9a7on 13.2an wetFMn:027 mIN HYtlrOCklNJppR 30359Q p01y" pefC03[ 10,7e -a 97 mY1 nkf caiu CJU(IO[t IryUrotld.w 670. ]I)0 Jncl %008 con7aln as(Yhal[ »lsks MdY cia,n Skln ald eye kriplbn. Gases re.~sprw1mY IttRa[qn YqCSWn rtoy cdtG¢ Yrtlauon INIEMIDNM MISIbE $Y OEUBERAIF LY IMiRI1NG TNi CONTENIS MAY BE INRYFUI.OR Fn1.4.. PlKJUti0n5 KFfPUIIf oF IiIE RE0.C110FGiIL- filf:N. R4'mMcoxtdct wllh sNR eyes and cbUrng. awW IyeatAhg Vdpors. Wash tlKKw9hl'! Nttt han- tlFng. Use pMy vAph atlepa[e vendadm, Kttp wrtalmf dtlSM. PO NDt IaNe n[emaAy. Use NweMOUs pbves, eye {M01Gdb1 arM IF the ilV Is m¢eeaed or If usea N a poaN vemYated area. use wosivMmu aMOJ2UlCSWIdIO/Y LrOG.'lApll YI aanrdaitae rullh Appfode fedaut stito and lop reguhtluns Emply catlahlEf mry ConUY1 haxartbuS r¢SiLSt. M IaW wxnings mm[ Ae o0servetl urcU the rorrtarxc is cam- maclanvdearcn a recondirimea slrst PW N ciSC O7 C}'! CDn[dLf, t1115h [h0!- outiFiN w11h warer fa acleast i5 minules. SEEK IUMEpPTE MEDICM1L ATTEMIDN, hCase: a( Sklfl [m1iCL rertnve wmq~eh wAh diY tlWh. Mm Wash aifxted meatrilh swp an0 waler. Y' Wdatlon Der5lsis. SFE% MmICAt AT(ENTION. IF hhalit10n rauses pnvskal eluanFat. remo+e to fre#i aY. Y U15[amFOrt pOsists a am aeaMnq dlFkAlry orans or p SwMlvxcd SFEK Ihtl411In1E MEdGL ARENPOW RMer to ma[aW sateN a+m sMet IMSDSlful WNtalnfomwtbn. Cus[onler Servfce: i/1100/43 3 -95-17 Technkal Services: 1/8)0/ChemRextl/BW/243-6739f VUC1I $ItP,:'N'NW Cii@f0lr%.CW11 umwa wammv nuIn evuv reasom.iAa dFat k mieW w apM OemRee Irc. mxilre sixMxm oot" ve iMxiFacnre of (xu DrcxYxu xul qi Uie iKaiMbn whitlb erc iWM wncWn4nl Jrrz wwUa ana ucv om. we wmnnj om awuss iu ue u moa wtitv ma wil rtntrca oc a[ our e0.atiai, lditM tlie wichase Prke oF anr nwws Woued Cefeniue. Satis- lar]wy r"c uftena nut auv wan u+llitr aoaucfs. uut akw Wnn manv fxe«c heYaN ar caIDnl. ITGLlae. enep[tar sucP (eplaxemenl ot MW. CNEMREY ING rAAKE3 NO WARRNVtt OR WMWiIEE EUWES,G qt MPUED. NUUpI'+G W/RRPMRi Of qq1F55 i0Y A DhRU[I/pt RR{'OSf q[ YENGNNIABtliY, NfSPELiWG I1S GROOUCiS. aMqtltllGJt01t LuiNrelqoOieffllttYwlfl~RS0~tlieNO.NNtliIf11re0~~dn7 pouun oa,rx nvn ue fadveo in wntlno vuitnh ane iv vex ean me m[e or ma- mM<. No [6tm Nil fx [OnS0.YCd WIp10ut nM1 wiAtCn rqlke W Nler me spmiled ymc w~,~wL user Snal tletenNnc tla x.uadlitt d ttK products (a Ihe haeMetl We sn0 aisuma 30 MAS inC WtiIdY h(alnecliM IMeiradn. Airy atMnZM NaW n tlie piNanlrxanmwtlal"vm mwemMg u+e usa cf w armucts must bex u,e sgnnure nrmz cnemfthc Imiwon uamrou. PfOpDd[bn 65 liYS poduct Coes nut knawNN conFah mMalals GAeJ Dy Ihe siaea Of UIYp11Ii M[i15E UI1cM BM drthtletttea other reprmucUUe harm. voc wntent 11Yd'atltle 690. 700. and 7000 Ganpln'A pA IX 0.2$ IbS. d VOC per paltm of twWW ka water and ChCITiIf SOM1'Mli FwmeOKallmeryenUesOnfy, nll InemRec vBOP1474 9700k OTN A 0 pi -3~so 0H~ MaWfaCturMgVlanti: Newak. Ca:Oemer, C0: CWtervlRe W: Fort Wayn¢. IN: M1tlaNdn. W. BIOMNny[Wl MN: &IS001. P& peg[anal Waremuses:Iqywar4 Cn:Ontuio. U; AtHnp, G&- Ch1Gt9011E19h[f.lf: F3Yf1e10. NF, &arnD[IXI.ONT IpNd'dl: flJfxl PlaNIP.17L farm W. SW66() Por Prawlessbnal use on1Y. 38M 1100 0 2UIXl CiiemRexCO Mo[ fw sale to ot ufB by the general public. Repiates 1/99 (D Wu1¢OOniM.Y[A7ln ro01 ~fn9105UMFlCns~melOEPi e ~ y 12 E.3 yf. O ? DENYEq.C 31 y 41071~11 ~ .°>rQ • 6~. Sonneborri C{I!NliSK LW- 889 YaReYgd, «ive: ShAOMe. MN %779 20- 2-02: 3:27PM:GIVEn Hnd AssO<18tes ;3037161292 4 1/ 2 ( M GIVEN & ASSOCIATES, INC. Mechanical & Electrical Engineers 12345 W. Alameda Parkway, Suite #310 Lakewood,Colorado 80225 Phane: 303.716.1270 Fax: 303316.1272 FACSIMILE TRANSMISSION DATE: 0220.02 AFTENTION: Reid CC: FAX NUMBER: 303274.1216 FROM: David Kimbrel PROJECT: RV America PROJECT NUMBER: 02004 PAGES TO FOLLOW COVER SHEET: 1 COMMENTS: Response to Plan Review Comments IF YOU DO NOT RECEIVE ALL OF THE PAGES, PLEASE CALL. 20- 2-02: 3!27PM:Given and AssoclaTes ;3037161292 # 2/ 2 GIVEN & ASSOCIATES, .INC. Mechanical & Elechical Engineers February 20, 2002 Re: RV America Wheat Ridge Plan Review Dear Reid, The Yollowing aze our Electrical responses to the review comments dated January 29, 2002: Electrical: 8. Show horn strobe locations on electricul plan. Response: Fire alarm system to be designed, signed, and sealed by others as indicated in our speeifications. 9. Panel Schedule "A" - Why is it no[ possihde to use a1150amp RV.receptacles dt any nne time? (Non-coincident loads) Response: The facility can physically house only 5 RV's. Only 5 receptacles can be used iaside. One RV may be pazked outside the building where one more receptacle can be used, for a total of.6 receptacles. ank Yo Th Je f rven, P.E. 12345 W. Alametlo Parkway • Suite 310 • Lakewood, Colorado 80228 • 303-71b7270 • Fax 303-716-1272 TITLE DEPARTMENT - DELNERY TRANSMITTAL SECURITY TITLE GUARANTY CO. 5995 Greenwood Plaza Blvd. • Gteenwood Vi71a,-e, CO 80111-4710 • Ph: (303) 889-8300 • Fzx: (303) 220-9313 - DATE: DECIIMBER 4, 2001 . ORDERNO: a079105A01 . PROP.ADDR: 12901 West 43rd Drive, Dolden, CO 80403 OWNERBUYER: R. V. America, Inc., a Colorado PLEASE DELIVER TO THE CUSTOMER LISTED BELOW: w iCLOSING Security Title Ouaranty Co. ATTN: Marilyn ~ OFFICE commercial 5995 Oreenwood Plaza Blvd: PHONE: 303-889-8121 . (3reenwood Village, CO 80111-4710 FAX: -(303) 220-1031 I# COPIES: 1 . , ROUTING METHOD: DELIVER . ~ TO: Duf£y Realty, Inc. ATTN: Jacquie ~ 3540 S Poplar Street, #3~03 PHONE: (303) 758-3105 Denver, CO 60237 . FAX: .(303) 758-3253 I# COPIES: 1 ROUTING METHOD: DELIVER - ~ TO: Mr. Doug Williams ATTN: ' 13394 Braun Rd. PHONE: 303-758-3105 Golden, CO 60401 FAX:- (303) 758-3253 I# COPIES: 1 ROUTINQMETHOD: MAIL I ~ (TO: Mr. Hari Sach ATTN. 1 3224 Heech Ct. PHONE: Dolden, CO BD401 F~: # S: 1 ' ROUTING METHOD: MAIL I . TO: KeyBank 1675 Broarlway, #300 Denver, CO 80202 # COPIES: 1 ATTN: Jim Hitz PHONE: FAX: ROUTING METHOD: DELIVER THE ABOVE IS A LIST OF CLIENTS TOWHOM THE ATTACHED MATERIALS HAVE BEEN DELIVERED. SHOULD YOU HAVE ANY QUESTIONS RE(3ARDINO THESE MATERIALS, PLEASE CONTACT SECURITY TITLE CaUARANPY CO. AT THE ABOVE PHONE NC7MSER. PLEASE REVIEW THE ENCLOSED MATERIAL CAREFVLLY AND TAKE . NOTE OF THE FOLLOWIN6 ITEMS-CONTAINED THEREIN: TPANgmrr ' &IeM G079105A01 Fileq G079105A01 SECURITY TITLE GUARANTY CO. 5995 Crreenwood Plaza Blvd. • Greenwood Village, CO 80111-4710 • Phone: (303) 889-8475 - FAX: (303) 220-1031 COMMITMENT SCHEDVLE A Commitment No: G079105A01-2 - 1. Commitment Date: November 15, 2001 at 8:00 A.M. . 2. Policy or Policies to be issued: . Policy-Amount (a) Owners Policy - Proposed Insured: $ 235,000.00 R. V. America, Inc., a Colorado Corporation (b) Loan Policy - Proposed Insured: 560,000.00 Key Hank, N.A. , 3. Fee Simple interest in the land described in this Commitment is owned, at the Commitment Date by: . . Douglas Williams ~ 4. Theland referred to in this commitment is described as follows: Lot 1, 44th Industrial Park, - a Planned Industrial Development, County of Sefferson, State of Colorado. - (for informational purposes only) 12901 West 43rd Drive PREMIUM: Owner's Policy $ . 724.00 Mortgage Policy $ 817.00 - Tzx Certificate $ 25.00 12/04/01 15:58:19 rl CG vrcoczz 12/04/61 15:58:22 rl CG Form No. 1349-B1 (CO-88) ALTA P1ainLanguage Commitment SCHEDULE B - Section 1 Order No. G079105A01-2 Reguiraments The following requirements must be met: Filek G079105A01 (a) Pay the agreed amounts for the interest in the land and/or for the mortgage to be insured. , (b) Pay us the-premiums, fees and charges for the policy. (c) Obtain a certificate of taxes due-from the county treasurer or the county treasurer's authorized agent. (d) The following documents satisfactory to us must be signed, delivered and. recorded: 1. Warranty Deed sufficient to convey the fee simple estate or interest in the land described or referred to herein, to the Proposed Insured, Schedule A, Item 2P:. 2. Deed of Trust sufficient to encumber the fee simple estate or interest in the land described or referred to herein £or the benefit of the Proposed Insured, . Schedule A, Item 2 (b). 3. The Affidavit and Indemnity signed by Douglas Williams and notarized. NOTE: IF THE SALES PRICE OF THE SUBJECT PROPERTY EXCEEDS $100,000.00 THE SELLER SHALL BE REQUIRED TO COMPLY WITH THE DISCLOSURE OR WITHHOLDING PROVISIONS OF C.R.S. 39-22-604.5 (NONRESIDENT WITHHOLDING). 12/04/O1 15:58:23 rl CG Form No. 1344-B2 (CO-88) ALTA Plain Language Commitment SCHEDULE B - Section 2 Order No. G079105A01-2 Exceptions Filen G079105A01 Any policy we issue will have the following exceptions unless they are taken care o£ to our satisfaction: 1. Taxes and Assessments not certified to the Treasurer's Office. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. . 3. Easements, or claims of easements, not shown by public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the land would disclose, and which are not shown by the public records. 5. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 6. Any and all unpaid taxes, assessments and unredeemed tax sales. 7. An easement for right of way for construction, operation, maintenance of electric transmission lines and incidental purposes granted to Colorado Central Power Company by the instrument recorded January 30, 1951-in Book 706 at Page 246. . . 8. An easement for ingress, egress, road purposes and incidental purposes granted - to Jelen & Son, Inc., aka Jelen Construction Company by the instrument - recorded November 21, 1974 in Book 2682 at Page 571. 9. Terms, conditions, provisions, agreements and obligations specified under the Certification and authorization to amend Zoning Map rzcorded February 23, 1976 in Book 2821 at Page 351. . 10. An easement £or utilities and incidental purposes granted to Public Service - Company of Colorado by the instrument_recorded March 16,.1979 at Reception No. 79023670. 11. Any assessment or lien of Fairmount Fire Protection District as disclosed by - the instrument recorded June 1, 1989 at Reception No. 89046228. 12. Terms, conditions, provisions, agreements and obligations specified under the non-exclusive and right of way agreement by and between North Table Mountain Water and Sanitation District and Adolph Coors Company recorded April 29., 1991 at ReceptionNO. 91035213. . . 13. Any assessment or line of North Table Mountain Water and Sanitation District as --Continued 12f04/01 15:58:25 rl CG Form No. 1344-B2 (CO-88) ALTA Plain Language Commitment Schedule S- Section 2 continued Order No..G079105A01-2 disclosed by the instrument recorded May 3, 1991 at Reception No. 91037620. Filek G079105A0] 14. Water rights, ditch, ditch rights, reservoir rights as reserved by grantor in Deed recorded October 6, 1992 at Reception No.. 92126575. 15. The effect of the ALTA/ACSM Land Title Survey recorded March 27, 1995 at Reception No. F0031947. 16. An easement for railroad tract and incidental purposes granted to Burlington Northern Railroad Company bp the instrument recorded April 4, 1995 at ' Reception No. F0036343.. 17. Each and every right or rights of access to and from any part of the right of way for Colorado State Highway Nos. 34 and 58, from and to any part of subject property abuttingupon said highway, as granted to The Department of Highways, State of Colorado,-by Deed recorded March 16, 1966 in Book 185,9 at Page 74 and April 10, 1970 in Book 2177 at Page 369. 18. Any existing leases or tenancies. 19. Any water rights or claims or title to water, in, on or under the land. 20.The e£fect of Ordinance No. 1115, Series of 1998, recorded May 29, 1998 at Reception No. F0620596 and Map recorded.atReception No. F0620597 and - Ordinance No. 1116, Series of1998 recorded May 29, 1998 at Reception No. F0620598 and Map recorded at Reception No. F0620599. 21. The effect of Ordinance No. 1117, Series of 1998, recorded July S, 1998 at Reception No. F0646445. 22. The effect of 44th Industrial Park Planned Industrial Development Map recorded July 8, 1998 at Reception No. F0646446. 23. An easement or a lesser right which may be claimed in and to the high voltage overhead power line and telephone line and utility poles, as disclosed by -Survey No. 5590-2, dated February 1, 1995 and last revised July 29, 1996 prepared by Drexel Barrell, all of the above as disclosed by Deed recorded February 26, 1997 at Reception No. F0375761. 24.Covenants, conditions, restrictions, easements and other matters shown on the recorded Plat of 44th Industrial Park, a Planned Industrial Development. 25. The effect of 44th Industrial Park ODP, recorded September 23, 1998 at CONTINi7ED ,12I04/01 15:58:26 rl CG- Form No. 1344-B2 (CO-88) ALTA Plain LanguageCommitment Schedule B- Section 2 continued Order No. G079105A01-2 Reception No. F0700217. File # G079105A07 26. Covenants, conditions., restrictions, reservations and lien rights, which do not include a forfeiture or reverter clause, set forth in the Declaration recorded September 23, 1998 at Reception No. F0700219. . 112/04/01 15:58:21 rl CG NOTICE TO PROSPECTIVE OSYNERS (A STATEMENT MADE AS REQUIRED BY COLORADO INSURANCE REGULATION) GAP PROTECTION FileM G079105A01 When this Company conducts the closing and is responsible for recording or filing the 1ega1 documents resulting from the transaction, the Company sha11 be responsible for all matters which appear on the record prior to such time of recording or filing. MECFIANIC'S LIEN PROTECTION If you are a buyer of asingle family residence you may request mechanic's lien coverage to be issued on your policy of insurance. . If the property lieing purchased has not been the subject of construction, improvements or repair in the last six months priorto the date of this commitment the requirements will be payment of the appropriate premium and thecompletion of an Affidavit and Indemnity by the seller. . If the property being purchased was constructed, improved or repaired within six months prior to the date of this commitment the requirements may- involve disclosure of certain financial information, payment of premiums, and indemnity, among others. The general requirements stated above are subject to the revision and approval of the Company. - SPECIAL TAXING DISTRICT NOTICE (A Notice Given In Conformity With Section 10-11-122 C.R.S.) The subject land may be located in a special taxing district; a certificate of taxes due listingeach taxing jurisdiction shall be obtained from the county treasurer or the county treasurer's authorized agent; and information regarding special districts and the boundaries of such distr=.cts may be obtained from the board of county commissioners, the county clerk and recorder, or the county assessor. PRIVACY PROMZSE FOR CUSTOMERS We will not reveal nonpublic personalcustomer information to any - external non- affiliated organization unless we have been authorized by the customer, or are required by law. . CONSUMER DECLARIiTION STATEMENT This Commitment for Title Insuranee may include a Schedule B exception reference to recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate. If such a reference is made; there is a substantial likelihood that a third party holds some or all interest in oil, gas,. other minerals, or geothermal energy in the property. The referenced mineral eState may include the right to enter and use the property without the surface owner's permission. You may be able to obtain title insurance coverage regarding any such referenced mineral estate severance and its effect upon your ownership. Ask your title company representative for assistance with this issue. TITLE DEPARTMENT - DELIVERY TRANSMITTAL SECURITY TITLE GUARANTY CO. 5995 Greenwood Plaza Blvd. • Greenwood Villa,~e, CO 80111-4710 • Ph: (303) 889-8300 • Fax. (303) 220-9313 DATE: NOVEMSER 26, 2001 ~ ORDERNO: G079105A01 PROP.ADDR: 12901 West 43rd Drive, oolden, Co 60403 OWNFRBUYER: Hari Sach PLEASE DELIVER TO THE CUSTOMER LISTED BELOW: CLOSING Security Title Ouaranty Co. ATTN: Marilyn OFFICE commercial 5995 oreenwood Plaza Blvd. PHONE: 303-869-8121 Greenwood Village, CO 80111-4710 FAX: (303) 220-1031 1# COPIESe 1 ROUTIN6 METAOD: DELIVER i ~ TO: Duffy Realty, Inc. ` ATTN: Jacquie - ~ 3540 S Poplar Street, #303 PHONE: (303) 756-3105 - Denver, CO 80237 FAX: (303) 756-3253 COPIESe 1 ROUTIN6 METHOD: DELIVER ~ TO: Mr. Doug Williams 13394 Braun Rd. Dolden, CO 80401 # COPIES: 1 ATTN: PAONE: 303-758-3105 FAX: (303) 758-3253 ROUTINQ METHOD: MAIL ~ TO: Mr. Aari Sach ATTN: ~ 3224 Beech Ct. PHONE: - Dolden, CO 80401 FAX: 1# COPIES: 1 ROUTING METHOD: MP.IL ~ TC: KeyBank - 1675 Broadway, #300 Denver, CO 60202 # COPIES: 1 ATTN: Jim Hitz PHONE: FAX: ROU'i`I:SG t'/-t~.'THGD: DEiI-VER THE ABOVE IS A LIST OF CLIENTS TO WHOM THE ATTACfiED MATERIALS HAV£ BEEN DELZVERED. SHOULD YOU HAVE ANY QUESTIONS REQARDINO THESE MP.TERIALS, PLEASE CONTACT SECURITY TITLE OUARANTY CO. AT THE ABOVE PHONE NUMBER. PLEASE REVIEW THE ENCLOSED MP.TERIAL CAFtEFI7LLY AND TAKE NOTE OF THE FOLLOWING ITEA15 CONTAINED THEREIN: . TRM'SMIT Fle# G079105A01 Filek G079105A01 SECURITY TITLE GUARANTY CO. 5995 Greenwood P1azaBlvd. • Greenwood Village, CO 80111-4710 • Phone: (303) 889-8475 • FAX: (303) 220-1031 COMMITMENT SCHEDULE A Commitment No: G079105A01 - 1. Commitment Date: October 16, 2001 at 8:00 A.M. . 2. Policy or Policies to be issued: Policy Amount (a) Owners Policy - Proposed Insured: $ 235,000.00 Hari Sach (b) Loan Policy - Proposed Insured: $ 157,000.00 Key Banic ics successors and/ur assigns 3.. Fee Simple interest in the land described in this Commitment is owned, at the Coimnitment Date by: Douglas Williams 4. The land referred to in this Commitment is described as £oll~ows: Lot 1, 44th Industrial Park, a Planned Industrial Development, . County of Jefferson, State of Colorado. (for informational purposes only) 12901 West 43rd Drive PREMIUM Owner's Policy $ 724 .00 Mortgage Policy $ 110 .00 Tax Certificate $ 25 .00 Form 100-Restrict Comm/Ind $ 90 .00 Form 140.1C-EPA Commercial $ 90 .00 11/26/01 15:07:09 rl CG vrcqcrz 31/26/01 15:07:12 rl CG Form No. 1344-B1 (CO-88) ALTA Plain Language Commitment SCHEDULE B - Section 1 Order No. G079105A01 Requirements The following requirements must be met: - FileK G079105A01 (a) Pay the agreed amounts for the interest in the land and/or for the mortgage to be insured. - (b) Pay us the premiums, fees and charges for the policy. (c) Obtain a certificate of taxes due from the county treasurer or the county creasurer's autnorizen agent. (d) The following documents satisfactory to us must be signed, delivered and recorded: - 1. Warranty Deed sufficient to convey the fee simple estate orinterest in the land described or referred to herein, to the Proposed Insured, Schedule A, Item 2A. 2. Deed of Trust sufficient to encumber the fee simple estate or interest in the land described or referred-to herein for the benefit of the Proposed Insured, Schedule A, Item 2 (b). 3. The Affidavit and Indemnity signed by Douglas Williams and notarized. 4. An Improvement Location-Certificate in form, content and certification to First American Title Insurance Company and Security Title Guaranty Co. as may form the basis for deletion of items 2 thru 4 from Schedule B of the Owners Policy to be issued hereunder. NOTE: Exception may be made to any adverse matters aisclosed by the Improvement Location Certificate. NOTE: IF THE SALES PRICE OF THE SUBJECT PROPERTY EXCEEDS $100,000.00 THE SELLER SHALL BH REQUIRED TO COMPLY WITH THE DISCLOSURE CR WITHHOLDING PROVISIONS OF C.R.S. 39-22-604.5 (NONRESIDENT WITHHOLDING). 11/26/01 15:07:14 rl CG Form No. 1344-B2 (CO-88) AI,TA-Plain Language Commitment SCHEDULE B - Section 2 Order No G079105A01 - - Exceptions File+ G079105A01 Any policy we issue will have the followingexceptions unless they aretaken care of to our satisfaction: . 1. Taxes and Assessments not certified to the Treasurer's Office. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection o£ the land or by making inquiry of persons in possession thereof. 3. Easements, or claims of easements, not shown by publicrecords 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the land would disclose, and which are not shown by the public records. 5. Any lien, or right.to a lien, for services, labor or material heretofore or ~ hereafter furnished, imposed by law and not shown by the public records. 6. Any and.all unpaid taxes, assessments and unredeemed tax sales. 7. An easement for right of way for construction, operation, maintenance of electric transmission lines and incidental purposes grantedto Colorado Central Power Company by the instrument recorded January 30, 1951 in Book 706 . at Page 246. - 8. An easement for ingress, egress, road purposes and incidental purposes granted to Jelen& Son, Inc., aka Jelen Construction Company by the instrument recorded November 21, 1974 in Book 2682 at Page 571. - 9. Terms, conditions; provisions, agreements and obligations specified under the Certification and authorization to amend Zoning Map recorded February 23, 1976 in Book 2821 at Page 351. 10. An easement for utilities and incidental ourposes granted to Public Service . Company of Colorado by the instrument.recorded March 16, 1979 at Reception No. 79023670. 11. Any assessment or lien.of Fairmount Fire Protection District as disclosed by - the instrument recorded June 1, 1989 at Reception No. 89046228. 12. Terms, conditions, provisions; agreements and obligations specified under the non-exclusive and right of way agreement by and between North Table Mountain Water and Sanitation District and Adolph Coors Company recorded April 29, 1991 at Recepcion No. 91035213. 13. Any assessment or line of North Table Mountain Water and Sanitation District as --Continued 11/26/01 15:07:15 rl CG Form No. 1344-B2 (CO-88). ALTA Plain Language Commitment Schedule B- Section 2 continued Order No. 0079105A01 disclosed by the instrument recorded May 3, 1991 at Reception No. 91037620. FileK G079105A0] 14.- Water r-ghts,ditch, ditch rights, reservoir rights as resesved by grantor in Deed recorded October 6, 1992 at Reception No. 92126575. 15. The effect of the ALTA/ACSM Land Title Survey recorded March 27, 1995 at Reception No. F0031947. 16. An easement for railroad tract and incidental purposes granted to Burlington .ivorthern Railroad Company by the instrumznt recorde3 AF'-'i1 S, 1995 a*_ Reception No. F0036343. 17. Each and every right or rights of access to and fromany part of the right of way for Colorado State Highway Nos. 34 and 58, from and to any part of subject property abutting upon said highway, as granted to The Department of Highways, State of Colorado, by Deed recorded March 16, 1966 in Book 1859 at Page 74 and April 10, 1970 in Book 2177 at Page 369. 18. Any existing leases or tenancies. 19_ Any water rights or claims or title to water, in, on or under the land. 20. The effect of Ordinance No. 1115, Series of 1998, recorded May 29, 1998 at Reception No. F0620596 and Map recorded at Reception No. F0620597 and Ordinance No. 1116, Series of 1998 recorded May 29, 1998 at Reception No. F0620595 and Map recorded at Reception No. F0620599. 21. The effect of Ordinance No. 1117, Series of 1998, recorded July 8, 1998 at Reception No. F0646445. - 22. The eifect of 44th Industrial Park Planned Industrial Development Map recorded July 8, 1998 at Reception No. F0646446. - 23. An easement or a lesser right which may be claimed in and to the high voltage overhead power line and telephone line and utility poles, as disclosed by Survey No. 5590-2, dated February 1, 1995 and last revised July 29, 1996 prepared by Drexel Barrell, all of the above as disclosed by Deed recorded February 26, 1997 at Reception No. F0375761. 24. Covenants, conditions, restrictions, easements and other matters shown on the recorded Plat of 44th Industrial Park, a Planned Industrial Development. - 25. The effect of 44th Industrial Park ODP, recorded September 23, 1998 at CONTINCJED 11/26/01 15:07:17 rl CG Form No. 1344-B2 (CO-88) ALTA Plain Language Commitment Schedule B- Section 2 continued Order No. G079105A01 Reception No. F0700217. File k G079105A01 26. Covenants, conditions, restrictions, reservations and lien rights, which do not include a forfeiture or reverter clause, set forth in the Declaration recorded September 23, 1998 at Reception No. F0700219. Order No. G079105A01 AFFIDAVIT AND INDII"INITY TO FIRST AMERZCAN TITLE INSURANCE COMPANY Rle@ G079105A01 1. This is written evidence to you that there are no unpaid bills, and to the extent there may be unpaid bills that the undersigned undertakes and agrees to cause the same to be oai3 such that there shall be no mechanics or materialmen's liens affecting the property for materials or labor furnished for construction and e-rection, repairs or improvements contracted by or on behalf of the undersigned on property located at 12901 West 43rd Drive, Golden, CO 80403 and legally described as: Lot 1, 44th Industrial Park, a Planned Industrial Development, COUNTY OF JEFFERSON,. STATE OF COLORADO 2. We further represent that there are no public improvements affecting the property prior to the date of closing that would give rise to a special property tax assessment against the property after the date of closing. 3: We further represent chat there are no per,ciing procee3ings or unsatisfied judgments of record, in any Court,, Stateor Federal,.norany -tax liens filed or taxes assessed against us which may result in liens, and that if there are judgments, bankruptcies, probate proceedings, state or federal tax liens of record against parties with same or similar names, they are not against us. - 4. We further represent that there are no unrecorded contracts, leases,easements or other agreements or interests relating to said premises of which we have knowledge. 5. We further represent that we are in sole possession of the real property described herein other than lease hold estates reflected as rzcorded items under the subject commitment for title insurance. 6. We further represent that there are no unpaid charges and assessments that could result in a lien in favor of any association of homeowners which are provided for in any document referred to in Schedule B. The undersigned affiant(s) know the matters herein stated are true and indemnifies FIRST AMERICAN TITLE INSURANCE COMPANY against loss, costs, damages and expenses of every kind incurred by it by reason of its reliance on the statements made herein. This agreement is executed with and forms a part of the sale and/or financing of the above described premises, and is given in addition to the conveyance and/or financing of the premises in consideration forthe. conveyance and/or financing, and forms a complete agreement by itself for any action thereon. -SELLER Douglas Wil File# G079105A0] STATE OF COLORADO ) ) ss. COUNTY OFCOUNTY OF The foregoing instrument was acknowledged, subscribed and sworn to before me this day of , by Douglas Williams. My commission expires: Notary Public 11/26/01.15:07:11 rl CG NOTICE TO PROSPECTIVE OWNERS (A STATBMENT MADE AS REQUIR:D BY COLORADO INSURANCE REGULATION) GAP PROTECTION File % G079105A07 Wnen tnis Company coaducts the clesing and is responsible for recording or filing the legal documents resulting from the transaction, the Company shall be responsible for all matters which appear on the record prior to such time of recording or filing. MECHANZC'S LIEN PROTECTION If you are a buyer of a single family residence you may request mechanic's lien coverage to be issued on your policy of insurance. If the property being purchased has not been the subject of construction, imnrovements or :eoair in the last six months crior to the date of this commitment the requirements will be-payment of the appropriate premium anci the completion of an Affidavit and Indemnity by the seller. If the property being purchased was constructed, improved or repaired within six months prior to the date of this commitment the requirements may involve disclosure of certain financial information, payment of premiums, and indemnity, among others. The general requirements stated above are subject-to the revision and approval of the Company. . SPECIAL TAXING DISTRICT NOTICE (A Notice Given In Conformity With Section 10-11-122 C.R.S.) The subject land may be located in a special taxing district; a certificate of taxes due listing each taxing jurisdiction shall be obtained from the county treasurer or the county treasurer's authorized agent; and information regarding special districts and the boundaries of such districts may be obtained from the board of county commissioners, the county clerk and recorder, or the county assessor. . PRZVACY PROMISE FOR CUSTOMERS We will not reveal nonpublic personal custcmer information *_o any external non- affiliated organization unless we have been authorized by the customer, or are required by law. CONSUMER DECLARATION STATEMENT This Commitment for Title Insurance may include a Schedule B exception reference to recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate. If such a reference is made, there is a substantial likelihood that a third party holds some or a11 interest in oil, gas, other minerals, or geothermal energy in the property. The referenced mineral estate may include the rightto enter and use the property without the surface owner's permission. You may be able to obtain title insurance coverage regarding any such referenced mineral estate severance and its effect upon your ownership. Ask your title company representative for assistance with this issue. ~ RUDD & ASSOCIATES Architecture and Pianning February 27, 2002 Mr. Darin Morgan CITY OF WHEAT RIDGE ~ Code Administration 7500 West 29th Avenue Wheat Ridge, CO 80215 RE: R V America 12901 West 43rd Drive Code Correction List Darin: . The drawings submitted are revised as requested for this resubmittal / permit application. A revised date of February 25, 2002 is indicated. 1 The roof access ladder and hatch are shown on Sheet A2 and A3. 2 Section 302.1 allows administrative and clerical use to be accessory to the major use if their area is 25% or less of the major use. The calculation for the separate areas are revised on the cover sheet. The mezzanine area is not figured into the major use calculation. 3 The above note applies to the horizontal occupancy separation. 4 The Building Department Data is corrected. 5 Janard Construction is aware of the 24" diameter pier recommendation made in the soil report. The soil engineer will 6e present at the time of all pier drilling and should large cobble be encountered they may change to the necessary size. Janard encountered the large cobble on a project down the street and will coordinate this with the drilling equipment and the engineer. 6 A Sonneborn product specification is attached - Hydrocide 600 will be used to protect the steel from rust and corrosion. 7 Refer to note 2 above. 8 Refer to Electrical drawings. 9 Refer to Electrical drawings. 10 Detail 5 on AS is revised to indicate connections, etc as shown on the Structural drawings. Refer to sheet S3 for additional framing and related details. The tube steel brace size will be as indicated on Sheet A5. • 13050 West 43rd Dr. Suite 200 Golden, CO 80403 303-278-6869 Page 2 PLANNING ISSUE,S; Travis Crane, Planner CITY OF WHEAT RIDGE Planning and Development Department 1A The setback dimensions are provided for building department data as they relate to allowable area increases. The street center-tine becomes the front setback line when applied to the UBC. The same applies to side and rear setbacks - 10 feet is the minimum setback on this lot, not the other dimensions indicated. 30 feet is now also indicated as a dimension to the property line for front setback in this data, but it does not apply to allowable area irtcreases - 55 feet consists of the 30' plus 25' of the 50' street right-of-way. 18 Deed provided 2A Light fixture height are revised to 12 feet 2B Parking area light fixtures are not use. 3A The huilding colors are revised ta match existing colors in the industrial Park. In the case of the RED color - we will apply several paint colors to the wali panel trim and your departmenY can pick a color or 1et the owner know what calor you want in place of the RED at this time - Hari Sach at 303-431-8121, owner. Please calt me with your decision on the colors 4A Rock size is revised - aqain. 5A Signage area is indicated - the area looks to meet the square footage criteria. Please catl me should you have additional questions. Respectfutly, Michael Rudd, Architect RUOD 8 A5SOCfATES ARCNITECTS, PC 13050 WEST 43rd DRIVE SUITE 200 WtIEAT RIIX'iE, CO 80403 303-278-6889 The City of 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215-6713 (303) 234-5900 ~he at City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 GR1a dg^ c 29 January 2002 Mike Rudd, Rudd & Associates 13050 W. 43' Drive suite 200 VJheat Ridge, Colorado 80403 RE: 12901 W. 43'd Drive RV America Mike: I have completed my review of the above mentioned project and have the Following comments: 1. GeneraL A. Under the Setbacks heading on the cover page, the south side setback should actually read 30 feet. B. Please provide a deed for the property known as 12901 W. 43rd Drive. 2. Exterior Lighting: A. The wall mounted light fixtures on the exteriar of the building may not exceed twelve feet (12') in height. B. If any freestanding lights are proposed for this project, they should be shown on the plan set. Arcbitectural: A. Pursuant to Section 2.3.7.7 of the Streetscape cand Architectural Design Manual, the use of color to draw attention to an individual building shall be avoided. Page A-5 of the submitted plans details a white building with heavy red and blue accents. These colors should be changed to an extremely muted hue to satisfy the above mentioned Section. 4. Landscaping: A. Rock size under the Landscape Material Schedule needs to be inereased to read 1-2° 5. Signage: A. Please provide the square footage for all wall signs which are proposed for this building. Be aware that you are allowed 1 square foot of signage for every one linear foot of wall to which the sign is attached. ~J RECVCLED PAPER The City of 7500 W EST 29TH AVENUE ~h e at WHEAT RIDGE, CO 80215-6773 (303) 234-5900 City Admin. Fax # 234-5924 Police Dept. Fax # 2354949 ~id~^ c Please make all corrections prior to resubmittal. You should be aware that comments generated by either the Public Works Department or Building Department may impact my comments. The City charges a resubmittal fee if any corrections are required after the second submittal. If you have any questions, feel free to give me a call. I can be reached at 303.235.2849. Thank You, Travis R. Crane, Planner RECVCLED PAPER SOILS AND FOUNDATION INVESTIGATION PROPOSED COMMERCIAL BUILDING LOT 1 44t" INDUSTRIAL PARK WHEAT RIDGE, COLORADO Koechlein Consul#ing Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228-2845 LAKEWOOD AVON SILVERTHORNE (303) 989-1223 (970) 949-6009 (970) 468-6933 (303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX KOECHLEIN CONSULTING ENGINEERS, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS SOILS AND FOUNDATION INVESTIGATION pROPOSED COMMERCIAL BUILDING LOT 1 44'h INDUSTRIAL PARK WHEAT RIDGE, COLORADO N. 162C~3 %-/K 0 L ~aPV AL Ei Prepared for: Mr. Reid Gamberg Janard General Contractor, Inc. 44 Morningside Drive Lakewood, CO 80215 Job No. 02-002 January 18, 2002 DENVER: 72364 West Afan:eda Prkwy., Suite 115, Lakewood, CO 80228 (303) 989-7223 AVON.• (970) 949-6009 SILVERTHORNE: (970) 468-6933 7anuary 18, 2002 Job No. 02-002 SCOPE KOECHLEIN CONS!/LTING ENGINEERS, INC. Cansu[tiirg Geaiec/vaical Engineers TABLE OF CONTENTS EXECUTIVE SUMMARY 2 PROPOSED CONSTRUCTION 3 SITE CONDITIONS 4 PREVIOUS INVESTIGATIONS 4 TNVESTIGATION 5 SUBSURFACE CONDITIONS ( EXCAVATION ( GROUND WATER 7 FOUNDATIONS 7 FLOORSLABS 9 FOUNDATION DRAINAGE 11 LATERAL WALL LOADS 12 SURFACE DRAINAGE 13 COMPACTED FILL 14 PAVEMENT DESIGN - PARI{ING LOTS 15 Pavement Construction - Parking Lots 15 Flexible Pavement Desien - Parking Lots 17 Rigid Pavement Desien - Pazkine Lots 18 LIMITATIONS 19 VICINITY MAP Fig. 1 LOCATIONS OF EXPLORATORY BORINGS Fig. 2 LOGS OF EXPLORATORY BORINGS Fig. 3 LEGEND OF EXPLORATORY BORINGS Fig. 4 GRADATION TEST RESULTS Fig. 5 SWELL-CONSOLIDATION TEST RESULTS Figs. 6 thru 8 EXTERIOR FOUNDATION WALL DRAIN Fig. 9 TYPICAL RETAINING WALL DRAIN DETAIL Fig. 10 SUMMARY OF LABORATORY TEST RESULTS Table I RF.,COMMFNDATIONS FOR PAVEMENT CONSTRUCTION Appendix A January 18, 2002 XOECHLEIN CONSC/LT1NG ENCINEERS, 7NC. JobNo.02-002 Consulting Ceotechnical Engineers SCOPE This report presents the results of a soils and foundation investigation for the proposed cominercial building and a pavement design for the proposed parking lots at Lot 1 in the 44`h Industrial Park, Wheat Ridge, Colorado. The approximate site location is shown on the Vicinity Map, Fig. I. The purpose of this investigation was to evaluate the subsurface conditions at the site and to provide geotechnical recommendations for the proposed construction. This report includes descriptions of subsoil, bedrock and ground water conditions encountered in the exploratory borings, recommended foundation systems, pavement design recommendations, allowable soil bearing pressure, and recommended foundation and pavement design and construction criteria. This report was prepared from data developed during the field investigation, our laboratory testing, and our experience with similar projects and subsurface conditions in the area. The recommendations presented in this report are based on the proposed commercial building and parking lots being constructed. We should be contacted to review our recommendations when the final structural plans for the building have been completed. A summary of our findings and conclusions is presented below. January 18, 2002 XOECHLEINCONSULT7NGENGINEERS, INC. JobNo.02-002 Consu[ting Ceolechnica[ Eiegineers EXECUTIVE SUMMARY 1. Subsurface conditions encountered in the exploratory borings for the proposed building (TH-1 and TH-2) were similar. The subsurface materials encountered in the exploratory borings generally consisted of 16.5 to 17.0 feet of existing fill. Below the existing fill, the subsurface conditions consisted of a medium hard claystone to the maximum depth explored of 20.0 feet. The existing fill was chazacterized by a medium stiff to very stiff, sandy clay with some gravel and cobbles. Layers of clayey sand with gravel were encountered within the existing fill. Laboratory tests indicated that the existing fill and claystone have a low to moderate swell potential. 2. At the time of this investigation, no free ground water was encountered in borings TH-1 or TH-2 to the maximum depth explored of 20.0 feet. However, the sample collected at 14.0 feet in TH-2 was wet, indicating that potentia] free groundwater may exist near this depth. 3. We anticipate that the subsurface conditions at the proposed foundation elevation for the building will consist of existing clay fill. In our opinion, the proposed building should be constructed with a drilled pier foundation system bearing in the natural claystone. Refer to the FOLTNDATION section of this report for more details. 4. The subsurface conditions at the proposed floar slab elevation will also consist of existing clay fill. Because we believe that the existing fill was not controlled during placement and because the existing clay fill has a low to moderate swell potential, special considerations should be taken when selecting a floor system for the proposed building. Refer to the FLOOR SLABS section of this report for complete recommendations. 5. Below grade construction at this site requires precautions as recommended in this report in order to inaintain the stability of the slope and sides of excavations. Refer to the EXCAVATION section of the report for additional details. 6. Based on the subsurface conditions encountered in the explaratory borings, we anticipate that conventional construction equipment will be capable of completing the required excavations. 2 January 18, 2002 7ob No. 02-002 KOECHLEIN CONSULTING ENGINEERS, 7NG Consulliag Geotechnical Engineers 7. Drainage around the building should be designed and constructed to provide for rapid removal of surface runoff and avoid concentration of water adjacent to foundation walls. 8. The subsurface conditions encountered in the pavement borings for the proposed parking lots (P-1 and P-2) consisted of existing clay fill, which classified as A-7-6 soils as defined by the AASHTO classification system. Pavement designs for the proposed parking lots were based on the subgrade soils having an AASHTO classification of A-7-6. Pavement sections are presented in the PAVEMENT DESIGN section of this report. PROPOSED CONSTRUCTION A preliminary site plan was provided by Rudd and Associates prior to our field investigation. Based on the preliminary plans, a commercial building and associated parldng lots will be constructed. We anticipate that the proposed building will be a single story structure constructed of site-cast concrete tilt-up walls and slab-on-grade floors. We do not anticipate that below grade areas will be constructed for the proposed building. Excavations up to 3.0 feet in depth may be required, depending on the floor system selected by the owner. Maacimum wall loads were assumed to be those normally associated with light commercial construcfion. We anticipate that flexible pavement will be used for the section of the parking lot that will be paved, along with the associated drives for this project. A gravel parking lot will most likely be used for the vehicle storage area. 3 January 18, 2002 Job No. 02-002 SITE CONDITIONS KOECHLEIN CONSULTJNG ENGINEERS, INC. Consulting GeotecGxica! Eitgiiteers The subject site is accessed and bordered by West 43rd Drive, which is located to the soutli of the site. The site is bordered on the north side by West 44ih Avenue. At the time of our investigation, the site was undeveloped. The site is generally level with a very slight slope down toward the south. Based on the appearance of the site, it appears that the site has been graded. Vegetation on the site consists of weeds and grass. PREVIOUS INVESTIGATIONS Several previous investigations were perfonned on 44' Industrial Park prior to development of the properry. The investigations that we are aware of include two environmental investigations and one existing fill investigation. For further information regarding the soil conditions prior to the development of the subdivision, refer to the following reports. 1. Kumar & Associates, Inc. Evaluation of Existing Fill, Mount Olivet North Property, Northwest Corner of I-70 and SH 58, Jefferson County, Colorado, Apri120, 1992, Project No. 92-139. 2. Kumar & Associates, Inc. Phase I Environmental Site Assessrnent, Apprrozimately SO-Acre, Tracant Property Located Near Interstate 70 and Highway 58, Seetion 19 and 20, Township 3 South, Range 69 West, Jefferson County, Colorado, January 26, 1995, Project No. 95-101. 3. Kumar & Associates, Inc. Phase II Environmental Site Assessmelst, Approximately SO-Acre, T/acanf Propero; Located Between West 44'h Avenue and Highway 58, Near I-70, Golden, Colorado, March 10, 1995, Project No. 95-lOlA. 4 January 18, 2002 KOECHLEIN CONSULT/NG ENGINEERS, INC. Jo6No.02-002 Cnnsulling Ceofechnica( Engirteers INVESTIGATION Subsurface condirions for the proposed building and pavements were investigated at this site on January 8, 2002 by drilling two deep exploratory borings (TH-1 and TH-2) and two shallow pavement borings (P-1 and P-2) with a 4-inch diameter continuous flight power auger at the locations shown on the Locations of Exploratory Borings, Fig. 2. An engineer from our office was on the site to supervise the drilling of the exploratory borings and visually classify and docmnent the subsurface soils, bedrock and ground water conditions. The engineer also obtained representative samples of the soils and bedrock within the exploratory borings to be examined in our laboratory. A graphical log of the subsurface soils and bedrock encountered in the exploratory borings is shown on the Logs of Exploratory Borings, Fig. 3; and in the Legend of Exploratory Borings, Fig 4. The laboratory investigation included visual classification of all samples and testing of selected samples for natural moisture content, dry density, Atterberg liinits, gradation analysis, and swell-consolidation potential. Results of the laboratory tests are presented on the Logs of Exploratory Borings, Fig. 3; on the Gradation Test Results, Fig. 5; on the Swell-Consolidation Test Results, Figs. 6 thru 8; and in the Smmnary of Laboratory Test Results, Table I. 5 January 18, 2002 Job No. 02-002 SUBSURFACE CONDITIONS XOECHLEIN CONSULTLNG ENGINEERS, INC. Consu[ting Geotechnica[ Eiegineers Subsurface conditions encountered in the exploratory borings for the proposed building (TH-1 and TH-2) were generally similar. The subsurface materials encountered in the exploratory borings generally consisted of 16.5 to 17.0 feet of existing fill. The existing fill was characterized by a slightly moist to wet, medium stiff to very stiff, brown and tan, sandy clay with scattered gravel and cobbles. Layers of clayey sand with gravel were encountered within the existing fill. Below the existing fill to the maximum depth explored of 20.0 feet, the subsurface conditions consisted of slightly moist, medium hard, blue-gray claystone. Laboratory tests indicated that the existing fill and underlying claystone have a low to moderate swell potential. At the time of this investigation, no free ground water was encountered in either boring TH-1 or TH-2 to the maximum depth explored of 20.0 feet. However, the sample collected at 14.0 feet in TH-2 was weC, indicating that potential free groundwater may exist near this depth. EXCAVATION We anticipate excavations for the proposed building could be as deep as 3.0 feet. In our opinion, conventional excavation equipment will be capable of completing the required excavations. Care needs to be exercised during construction so that the excavation slopes 6 Jariuary 18, 2002 Job No. 02-002 KOECHLEIN CONSULT7NG ENCINEERS, INC. Coi:su[ting Geotechnical Eiegineers remain stable. In our opinion, the existing sandy clay fill encountered at the site classifies as Type B soil in accordance with OSHA. OSHA regulations should be followed in any excavations or cuts. All fill for this project should be placed and compacted as recommended in the COMPACTED FILL section of this report. GROUND WATER At the time of this investigation, no free ground water was encountered in borings TH-1 or TH-2 to the maximum depth explored of 20.0 feet. However, the sainple collected at 14.0 feet in TH-2 was wet, indicating that potential free groundwater may exist neaz this depth. Although ground water was not encountered within the exploratory borings, we anticipate that isolated pockets of water may influence the installation of drilled piers. Due to the potential for isolated pockets of ground water, we recommend that the drilling contractor be prepared to take the necessary precautions when installing caissons when water is present. FOUNDATIONS The subsurface material at the potential foundation elevation for the proposed building consists of existing fill. Up to 17.0 feet of existing clay fill was encountered in 7 January 18, 2002 Job No. 02-002 XOECHLEIN CONSULTING ENGINEERS, INC. Consu[ting Geotechnica[ Engineers the exploratory borings. Laboratory test results indicated that the existing clay fill possesses a low to moderate swell potential. Because we do not believe that the existing fill was placed and compacted in a controlled manner and due to the swell potential of the existing clay fill, it is our opinion that the proposed building should be supported by drilled piers bearing in the underlying natural claystone. Construction of footings on the uncontrolled expansive fill would haue a large risk of foundation movement. We recommend that the drilled pier foundations be designed and constructed to meet the following criteria: 1. Drilled piers should extend into the claystone bedrock. The claystone bedrock was encountered at depths between 16.5 and 17.0 feet in the exploratory borings. 2. Piers may be designed for a maximum allowable end bearing pressure of 25,000 psf and an allowable skin friction value of 1,000 psf for the portion of the pier in bedrock. The inaximum allowable bearing capacity and skin friction have been reduced to account for the settlement potential of the existing fill. Settlement of the existing fill will cause downdrag (negative skin friction) to occur on the drilled piers. 3. Due to the expansive potential of the existing clay fill, we recommend that the drilled piers be designed to resist an uplift pressure of 37.5 kips multiplied by the diameter of the pier in feet. Dead load from the structure may be used to resist the uplift pressure. In addition, a skin friction of 2,500 psf can also be used to resist the uplift pressures for the portion of the pierin bedrock. 4. Because the soils have a low to moderate swell potential, the piers should penetrate a minimum of 10 feet into the underlying claystone bedrock. 5. Due to the presence of cobbles in the existing fill, we recommend that the piers be a minimum of 24 inches in diaineter to allow for removal of any cobbles encountered while drilling. 8 January 18, 2002 Job No. 02-002 KOECHLElN CONSULTING ENCINEERS, INC. Cansulting Geatechiiica[ Eneineer.r 6. If LPILE is used to design the drilled piers, the following table presents criteria, which may be used as input. Type Description' y x ~ c Eso I (pci) (pci) (psi) 1 CLAYSTONE 0.070 1,000 0 25.0 0.007 Note: 1. The existing fill from the bottom of the grade beam or foundation walls should not be considered in engineering calculations. 7. All pier reinforcement should be designed and specified by the structural engineer. Reinforcement should extend into the grade beam or foundation walls. 8. Ground water was not encountered in the exploratory borings; however, the potential of encountering ground water during the installation of piers does exist. If ground water is encountered, casing may be required for the installation of the drilled piers for the proposed building. It may be necessary to use casing and to pump the concrete into the shafts in order to properly install the drilled piers at this site. 9. A representative from our office should be on-site to observe the installation of the drilled piers. Our representative will be able to observe the conditions exposed by the installation of the drilled piers, to check the pier construction procedures for proper cleaning and dewatering of the pier holes and to observe and test concrete placement. FLOOR SLABS The soils at the approximate floor slab elevations consisted of the existing fill. Because we believe that the existing fill was not a controlled fill and also has a low to moderate swell potential, we anticipate that slab-on-grade floors constructed on the existing fill could experience up to 5.0 inches of movement. Due to the potential for 9 January 18, 2002 Job No.02-002 XOECHLEJN CONSULTING ENGINEERS, INC. Consultiirg Gentechrtica/ Engineers large differential movements, we strongly recommend that the floor system be constructed as a structural floor with 12 inches of free space beneath the floor. If the owner is willing to accept the high risk of floor slab movement, then slab-on-grade floors may be constructed at this site. We recommend that if slabs-on-grade are chosen, a minimum of 3.0 feet of the existing fill beneath the proposed floors be removed and replaced with properly moisture conditioned and compacted, non-expansive fill. Removing and replacing the subsurface soils beneath the proposed floor slab may not eliminate the potential for slab-on-grade movement, however it will reduce the risk of movement. We recommend the following precautions for the construction of slab-on- grade floors at this site: 1. All existing fill beneath proposed slab-on-grade floors should be reinoved to a minimum depth of 3.0 feet and replaced with 3.0 feet of properly moisture conditioned and compacted, non-expansive, structural fill. Slabs- on-grade may then be constructed on the compacted, non-expansive fill. 2. Because the existing fill is characterized by a sandy clay with a low to moderate swell potential, we do not recommend that the existing sandy clay fill be used as structural fill. 3. Slabs should be separated from exterior walls and interior bearing members. Vertical movement of the slab should not be restricted. 4. Exterior slabs should be separated from the building. These slabs should be reinforced to function as independent units. Movement of these slabs should not be transmitted directly to the foundations or walls of the structure. 5. Frequent control joints should be provided in all slabs to reduce problems associated with shrinkage. F. . 10 January 18, 2002 Job No.02-002 KOECHLEIN CONSDLTLNG ENGINEERS, INC. Consu[ting Geoleclrnica[ Engineers 6. Fill beneath slabs-on-grade may consist of approved non-expansive fill. Fill should be placed and compacted as outlined in the COMPACTED FILL section of this report. We recommend that a representative of our office observe and test the placement and compaction of structural fill used in slab-on-grade construction. It has been our experience that without engineering quality control, poor construction techniques can occur which result in poor slab perfonnance. FOUNDATION DRAINAGE Surface water tends to flow through relatively permeable backfill typically found adjacent to foundations. The water that flows through the fill collects on the surface of relatively impermeable soils occurring at the foundation elevation. Both this surface water and possible ground water can cause wet or moist below grade conditions after construction. Because we do not anticipate that below grade areas wil] be constructed for the proposed building, it is our opinion that a foundation drain will not be necessary. However, if plans change and below grade areas are planned, we recommend the installation of a drain along the below grade foundation walls. The drain should consist of a 4-inch diaineter perforated pipe encased in free draining gravel and a inanufactured wall drain. The drain should be sloped so that water flows to a sump where the water can be removed by pumping, or to a positive gravity outlet. Recommended details for a typical foundation wall drain are presented in the Exterior Foundation Wall Drain, Fig. 9. 11 January 18, 2002 Job No. 02-002 LATERAL WALL LOADS KOECIiLEIN CONSULTING ENG7NEERS, INC. Cansulting Ceotechnica! Engiireers We do not anticipate that walls will be constructed which require lateral earth pressures for design. However, we have provided lateral wall load design criteria, if plans change. Lateral earth pressures depend on the type of backfill and the height and type of wall. Walls, which are free to rotate sufficiently to mobilize the strength of the backfill, should be designed to resist the "active" earth pressure condition. Walls that are restrained should be designed to resist the "at rest" earth pressure condition. The following table presents the lateral wall pressures that may be assumed for design. Earth Pressure Condition Equivalent Fluid Pressure' (pcfl Active 35 At-rest 50 Passive 300 Notes: 1. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic pressures or live loads. 2. A coefficient of friction of 0.3 may be used at the base of footings to resist lateral wall loads, for footings constructed on a granular, structural fill. Backfill placed behind or adjacent to foundation walls and retaining walls should be placed and compacted as recommended in the COMPACTED FILL section of this report. Placement and compaction of the fill should be observed and tested by a representative of our office. Although we do not anticipate that retaining walls will be constructed at this site, we have provided the following infonnation if plans change. To reduce the possibility of 12 January 18, 2002 Job No. 02-002 XOECHLEIN CONSULTlNG ENGINEF_RS, INC. Consulting Centechnica! Engineers developing hydrostatic pressures behind conventional retaining walls, a drain should be constructed adjacent to the wall. The drain may consist of a manufactured drain system and gravel. The gravel should have a maximum size of 1.5 inches and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete aggregate will be satisfactory for the drainage layer. The manufactured drain should extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained by a perforated pipe with collection of Yhe water at the bottom of the wall leading to a positive gravity outlet. A typical detail for a retaining wall drain is presenYed in the Typical Retaining Wall Drain Detail, Fig. 10. SURFACE DRAINAGE We recommend the following precautions be observed during construction and maintained at all times after the facilities are completed. Wetting or drying of the open foundation excavations should be miniinized during construction. 2. All surface water should be directed away from the top and sides of the excavation during construction. 3. The ground surface surrounding the exterior of the building should be sloped to drain away in all directions. We recominend a slope of at least 12 inches in the first 10 feet. 4. Backfill, especially around foundation walls, should be placed and compacted as recommended in the COMPACTED FILL section of this report. 13 January 18, 2002 Iob Na. 02-002 COMPACTED FILL XOECHLEINCONSULTINGENGINEERS,INC. Consulting Gentec6nical Engineers Because the existing fill is characterized by a sandy clay with a]ow to moderate swell potential, we do not recommend that the existing sandy clay fill be used as structural fill. The existing expansive clay fill may be used in landscaping areas. Structural fill for this project may consist of approved non-expansive, imported fi1L The imported fill may consist of non-expansive silty or clayey sands or gravels with up to 30 percent passing the No. 200 sieve and a maximum plasticity index of 10. No gravel or cobbles larger than 6 inches should be placed in fill areas. Fill areas should be stripped of all vegetation and topsoil, and then scarified. Any existing fill or debris should be removed prior to placing fill. Fill should be placed in thin loose lifts; moisture treated, and compacted as shown in the following table. The recommended compaction varies for the given use of the fill. 14 January 18, 2002 ]ob No. 02-002 KOECHLE/N CONSULTING ENGlNEERS, INC. Consulting Geotechnical Engineers Rec ommended Compaction Percentage of the Percentage of the Percentage of the Use of Fill Standard Proctor Modified Proctor Optimum Maximum Dry Masimum Dry Moisture Content Density Density (ASTM D-698 (ASTM D-698) (ASTM D-1557) or D-1557) Below Structure Foundations 98 95 -2 to +2 Below Slab-On-Grade Floors 95 90 -2 to +2 Pavement Subgrade 95 (AASHTO T-99) 90 (AASHTO T-180) -2 to +2 Pavement Base Course - 95 (AASHTO T-180) -2 to +2 Utility Trench Backfill 95 90 -2 to +2 Backfill (Non-Structural) 90 90 -2 to +2 Notes: I. For clay soils the moisture content should be 0 to +2 percent of the optimum moisture content. For granular soils the moisture content should be -2 to +2 of the optimum moisture content. We recommend that a representative of our office observe and test the placement and compaction of structural fill. Fill placed below foundations, slab-on-grade floors, and paveinents is considered structural. It has been our experience that without engineering quality control, poor construction techniques can occur which result in poor foundation, slab-on-grade and pavement performance. PAVEMENT DESIGN - PARKING LOTS Pavement Construction - Parkine Lots Based on the results of the swell-consolidation test on the sample obtained from a depth of 4.0 feet in exploratory boring TH-1, the subgrade soils have a moderate swell potential. Additionally, because we believe the existing fill was 15 January 18, 2002 Job No. 02-002 XOECHLEIN CONSULT7NG ENGINEERS, /NC. Consulling Geotechnical Engineers not a controlled fill, we also believe the potential for settlement of the fill exists. The existing expansive clay fill at this site has the potential to cause movement of the pavement. If the fill is left in place below pavements the owner must accept the risk associated with pavement movement. Movement in the pavement may result in cracking, ]ow spots, and other distress. Repair of low spots or cracking in the pavements due to the fill movement should be expected. If the owner is willing to accept the risk of potential movement from either swelling soils or settlement of the existing fill, then pavements may be constructed on the existing fill. In order to reduce the risk of movement, we recoinmend that at least 3.0 feet of the existing clay fill beneath the proposed pavements be removed and replaced with properly moisture conditioned and compacted, non-expansive fill. Removing and replacing the subsurface soils beneath the proposed pavement may not eliminate the potential far pavement movement, however it will reduce the risk of movement. All fill should be compacted as recommended in the COMPACTED FILL section of this report. All asphalt should be compacted to between 92 and 96 percent of the maximum theoretical density. For a more thorough description of our pavement construction recominendations, please refer to Appendix A. 16 January 18, 2002 Job No. 02-002 Flexible Pavement Design - Parking Lots KOECHLEIN CONSULTINC ENCINEERS, INC. Cnnsulling Gentechitica[ Erzgineers The design of the flexible pavement was based upon an Equivalent Daily Load Application (EDLA), laboratory test results and tbe Colarado Department of Transportation (CDOT) pavement design standards and construction specifications. Design calculations were based upon assumed engineering soil characteristics from soil samples encountered in the exploratory borings to a depth of 4 feet. Subsurface conditions encountered within the exploratory pavement borings for the proposed parking lots (P-1 and P-2) consisted of existing clay fill to the maYimum depth explored of 4.0 feet. The subsurface conditions encountered in the propos8d parking lot borings are shown on the Logs of Exploratory Borings, Fig. 3; and the Legend of Exploratory Borings, Fig. 4. Laboratory tests indicated that the soils encountered within the proposed parking lot borings, to a depth of 4 feet, classify as A-7-6 soils as defined by the AASHTO classification system. Pavement designs were based on the subgrade soils having an AASHTO elassification of A-7-6. This soil type resulted in an estimated Resilient Modulus of 5028 psi. The Resilient Modulus was calculated based on the AASTHO classification of the soil and the assumed unconfined compressive strength. The Equivalent Single Axial Load (ESAL) value for the 17 January 18, 2002 Job No. 02-002 XOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotec/narca/ Enpineers parking lot was taken as 219,000. Flexible pavement sections based on these criteria are presented in the following table. Table A Summary of Flexible Pavement Alternatives Full-Depth Asphalt Asphalt + Base Course (Inches) (Inches) 7.0" 4.0" + 12.0" If an asphalt and base course section is planned, we recoimnend the use of a separation fabric between the subgrade soils and the base course. These designs assume that the asphalt component of the pavement has a 1500-pound Marshall stability (strength coefficient of 0.44). Normally, an asphalt aggregate should be relatively impenneable to moisture and should be designed as a well-graded mix. These designs also assume that the base course has a minimum R-value of 77 (strength coefficient of 0.12). A Colorado Departrnent of Transportation Class 5 or Class 6 base course will nonnally meet the Uase course requirement. Rieid Pavement DesiM - Pazking Lots A rigid pavement section was also designed using the same values of the ESAL and Resilient Modulus as those used in the flexible pavement design. The rigid pavement design is based on the working stress of the concrete, which is assumed to be 450 psi. The Colorado Department of Transportation pavement 18 January 18, 2002 7ob No. 02-002 KOECHLEIN CONSULTING ENGINEERS, 7NC. Consulting Geotecl:nica! Engineers design manual, along with the above mentioned design values, was used to determine a rigid pavement section. The rigid pavement design resulted in the minimum design section of 6.5 inches of concrete. LIMITATIONS Although the exploratory borings were located to obtain a reasonably accurate determination of foundation and subgrade conditions, variations in the subsurface conditions are always possible. Any variations that exist beneath the site generally become evident during excavation for the proposed building. A representative from our office should observe the completed excavations to confirm that the soils are as indicated by the exploratory borings and to verify our foundation, floor slab and pavement recommendations. The placement and compaction of fill, as well as installation of foundations,should also be observed and tested. The design criteria and subsurface data presented in this report are valid for 3 years from the date of this report. Routine maintenance, such as sealing and repair of cracks and low spots annually and overlays at 5 to 10 year intervals, is generally necessary to achieve long-tenn life of a pavement system. In addition, positive drainage must be maintained at all times in order to reduce the risk of pavement failure. 19 January 13, 2002 Job No. 02-002 KOECHLLIN CONSULTING ENG/NEERS, lNC. Constt[ting Geatec%nien[ Engirteers If we can.be of further assistance in discussing the contents of this report or in analyses of the proposed project from a soils and foundation viewpoint, please contact our ofFce. KOECHLEIN CONSULTING ENGINEERS, INC. Richard M. Wenzel III, E.I.T Engineer Reviewed 16289 'aMA\- E5111" William N. Houlette, P.E. Senior Engineer (4 copies sent) 20 KOECHLEIN CONSULTING ENGINEERS, INC. - Consulting Geotechnical Engineers v1 I " NOT TO SCALE VICINITY MAP JOB NO. 02-002 FIG. 1 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers 1"=40' LOCATIONS OF EXPLORATORY BORINGS JOB NO. 02-002 FIG. 2 KOECHLEIN CONSULTING ENGINEERS, INC. . Consulting Geotechnical Engineers TH-1 TH-2 P-1 P-2 0 WC=10 WC=9 0 -200=69 -200=64 LL=52 PI = 32 15/12 27/12 5 WC=B 5 DD=123 8/12 5/12 10 WC=13 10 DD=112 11/12 31/12 15 15 W v w v ' u- -i Z 50/12 30/12 = - 2p WC=9 20 = DD = 120 Z I- T a m w m p -I i 25 25 30 30 35 35 L40 40 LOGS OF EXPLORATORY BORINGS , JOB NO. 02-002 FIG. 3 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers LEGEND: r~o FILL, Clay, Sandy, Scattered gravel and cobbles, Lenses of clayey sand and gravel, Slightly moist to wet, Medium stiff to very stiff, Gray, Brown, Tan, and Rust. ~ CLAYSTONE, Slightly moist, Medium hard, Blue-gray. a CALIFORNIA DRIVE SAMPLE. The symbol 15l12 indicates that 15 blows of a 140 pound hammer falling 30 inches were required to drive a 2.5 inch O.D. sampler 12 inches. ~ BULK SAMPLE. Obtained from auger cuttings. Notes: 1. Exploratory borings were drilled on January 8, 2002 using a 4-inch diameter continuous flight power auger. 2. No free ground water was encountered at the time of drilling to the maximum depth explored of 20.0 feet. 3. The Boring Logs are subject to the explanations, limitations, and conclusions as contained in this report. 4. Laboratory Test Results: WC - Indicates natural moisture DD - Indicates dry density (pcf) -200 - Indicates percent passing the No. 200 sieve LL - Indicates liquid limit PI - Indicates plasticity index LEGEND OF EXPLORATORY BORINGS JOB NO. 02-002 FIG. 4 KOECHLEIN CONSULTING ENGINEERS - ~ ae~~ irz~~arei~. w sio zzo eao ao -o a oo n 700 I 0 90 10 80 20 70 ~ 30 70 2 m A 60 40 m 0 F 50 50 ;o m ~ 40 60 D W Z a m ~ 30 70 20 8o 10 90 0 100 200 100 10 1 0.1 001 0.001 DIAMETER OF PARTICLE IN MM +3" GRAVEL SAND SILT CLAY Sample of FILL, C1ay, Sandy GRAVEL 11 % SAND 20 % Source P-1 Sample No. Elev./Depth 0- 4 feet SILT & CLAY 69 % LIQUD LIMIT 52 % PLASTICITYINDEX 32 % sm. . irz'~arei. w ri n ao o asa »+oo n+ao no 100 I I 0 90 10 BO 20 ~ 70 30 -V z m m ~ N eo ao m a Z - i F 50 50 A W 1 D ~ 40 6o Z W m a 0 30 70 20 BO 10 9o 0 100 zoo 10o m i 01 o.oi o.om DIAMETER OF PARTICLE IN MM +3" GRAVEL SAND SILT CLAY Sample of FILL, Clay, Sandy GRAVEL 10 % SAND 26 % Source P-2 Sample No. Elev./Dep[h 0- 4 feet SILT & CLAY 64 °/a LIQUID LIMIT % PLASTICITY INDEX % GRADATION TEST RESULTS Job No. 02-002 FIG. 5 KOECHLEIN CONSULTING ENGINEERS ~ -3 _p -1 0 c ~ ~ c ~ m 0 `m a 2 3 4 5 6 .7 2 Sample of Source TH-1 I WATER ADDED I Sample No. Pressure, p, ksf y Natural Dry Unit Weight= 1233 (pcf) Elev./Depth 4.0 feet Natural Moisture Content= 8 % SWELL-CONSOLIDATION TEST RESULTS Jo6 No. 02-002 FIG. 6 KOECHLEIN CONSULTING ENGINEERS c ~ ~ ~ ~ U d a I WATER ADDED I Pressure, p, ksf Sample of FILL, Clay, Sandy Natural Dry Unit Weight= 111.5 (pcf) Source TH-1 Sample No. Elev./Depth 9.0 feet Natural Moisture Contenh 13 % SWELL-CONSOLIDATION TEST RESULTS Job No. 02-002 FIG. 7 KOECHLEIN CONSULTING ENGINEERS R F ~ ~ ~ ~ ~ a WATER ADDED Pressure, p, ksf Sample of CLAYSTONE Naturai Dry Unit Weight= 119.9 (pcf) Source TH-2 Sample No. EIev./Depth 19A feet Naturai Moisture Content= 9 % SWELL-CONSOLIDATION TEST RESULTS Job No. 02-002 FIG. 8 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers CIAYEY BACKFILL \VATE AS PER REGULATIONS) NOTES 70 - - - ~ MANUFACTURED _ ' WALL DRAIN ~ COMPACTED BACKFILL I BELOW GRADE WALL PROVIDE POSITIVE SLIP JOINT ~ ~PVC SHEETING PERFORATED PIPE DRILLED PIER , BETWEEN SLAB AND WALL FILTER FABRIC ~ FLOOR SLAB ~ GRAVEL ~ o 6" MiN. g ° VOID 1. DRAIN SHOULD BE AT LEAST 6 INCHES BELOW BOTTOM OF SLAB AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH OROP PER FOOT OF DRAIN. 3. GRAVEL SPECIFICATIONS: WASHED 1 1/2 INCH TO N0. 4 GRAVEL WITH LESS THAN 3% PASSING THE N0. 200 SIEVE. 4. PVC SHEETING SHOULD BE GLUED TO FOUNDATION WALL TO PREVENT MOISTURE PENETRATING THROUGH VOID. EXTERIOR FOUNDATION WALL DRAIN JOB NO. 02-002 FIG.9 KOECHLEIN CONSULTING ENGINEERS, INC. Consuiting Geotechnical Engineers CLAYEY BACKFILL 10 - 1 F COMPACTED BACKFILL EDGE OF EXCAVATION (EXCAVATE AS PER OSHA REGULATIONS) FILTER PERFORATEDPIPE NOTES: MANUFACTURED WALL DRAIN -RETAINING WALL 1. DRAIN SHOULD BE SLOPED DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. 3. GRAVEL SPECIFICATIONS: WASHED 1 1/2 INCH TO N0. 4 GRAVEL WITH LESS THAN 3% PASSING THE N0. 200 SIEVE. TYPICAL RETAINING WALL DRAIN DETAIL JOB NO. 02-002 FIG. 10 a d h b b W b b ~ a ay. ~ ~ ~ ~a m U U Q U U w w w w ¢ U ¢ ~ W . ~ e N H ° + + + w ~ a ~ ~ o w N a ~ w o M ~P ~ ~ a w a ~ w W ¢ Q H a~o ~ ~ aa a z Q a ~ N r-~ v z~, Wx Q ~n x H F ~ a: a. U z vi ~ W W z (D z w cD z J ~ CO Z O U Z W J U w 0 Y `c) ~ 3 ~ ~ ~ w f4 0 0 0 ~ ~ ~ C ~ U y N p.~ O O ~ N 3 0 ~ ~ p z 0 z ~ January 18, 2002 7ob No. 02-002 KOECALElN CONSULTING ENGINEERS, INC. Coiasultiieg Geotechxiea[ Ei:gineers APPENDIX A RECOMMENDATIONS FOR PAVEMENT CONSTRUCTION - January 18, 2002 KOECHLE/NCONSULT/NGENGINEERS, /NC. JobNo.02-002 Consu[ting Genfechnica[ Euviiveers FLEXIBLE PAVEMENT CONSTRUCTION RECOMMENDATIONS Experience has shown that construction methods can have a significant effect on the life and serviceability of a pavement system. We recommend the proposed paveinent be constructed in the following manner: 1. Where the subgrade soils do not satisfy the compaction requirements, they should be scarified, moisture treated, and recompacted. Soils should be coinpacted as specified in the COMPACTED FILL section of this report. 2. Utility trenches and all subsequently placed fill should be properly compacted and tested prior to paving. Fill should be compacted as specified in the COMPACTED FILL section of this report. 3. After final subgrade elevation has been reached and the subgrade compacted, the area should be proof-rolled with a heavy pneumatic tired vehicle (i.e, a loaded 10-wheel dump truck). Subgrade that is pumping or deforming excessively should be removed and replaced. 4. If areas of soft or wet subgrade are encountered, the material should be overexcavated and replaced. Suitable on-site soils or structural fill may be used. Where extensively soft, yielding subgrade is encountered, we rewmmend the excavation be inspected by a representative of our office. 5. Aggregate base course should be laid in loose lifts not exceeding 6.0 inches, moisture treated to within 2.0 percent of the optimum moisture content, and compacted as specified in the COMPACTED FILL section of this report. 6. The aggregate base course may consist of processed recycled asphalt. The recycled asphalt base course should meet the gradation requirements of CDOT Class 5 or Class 6 base course. The recycled asphalt base should be laid in loose lifts not exceeding 6.0 inches, moisture treated and compacted as specified in the COMPACTED FILL section of this report. 7. Asphaltic concrete should be plant-mixed inaterial and compacted to between 92 and 96 percent of the maximum theoretical density or to at least 95 percent of the inaximum Marshall value. 8. The subgrade preparation and the placement and compaction of all pavement layers should be observed and tested. Compaction criteria should be met prior to the placement of the next paving lift. January 18, 2002 Job No. 02-002 KOECHLE7N CONSULT/NG ENGlNEERS,INC. Consulting Geotecltnical Engirteers RIGID PAVEMENT CONSTRUCTION RECOMMENDATIONS Rigid paveinent sections are not as sensitive to subgrade support characteristics as flexible pavement. Due to the strength of the concrete, wheel loads from traffic are distributed over a large area and the resulting subgrade stresses are relatively low. The critical factors affecting the performance of a rigid pavement are the strength and quality of the concrete, and the uniformity of the subgrade. We recommend subgrade preparation and construction of the rigid pavement section be completed in accordance with the following recommendations. 1. Where the subgrade soils do not satisfy the compaction requirements, they should be scarified, moisture treated, and coinpacted. Soils should be compacted as specified in the COMPACTED FILL section of this report. 2. Utility trenches and all subsequently placed fill should be properly compacted and tested priar to paving. Fill should be compacted as specified in the COMPACTED FILL section of this report. 3. The resulting subgrade should be checked for uniformity and all soft or yielding materials should be replaced prior to paving. This should be done by proof-rolling with a heavy pneumatic tired vehicle (i.e, a loaded 10-wheel dump truck). Concrete should not be placed on soft, spongy, frozen, or otherwise unsuitable subgrade. 4. Subgrade should be kept moist prior to paving. 5. Curing procedures should protect the concrete against moisture loss, rapid temperature change, freezing, and mechanical injury for at least 3 days after placement Traffic should not be allowed on the pavement for at least one week. 6. A white, liquid membrane curing compound, applied at the rate of 1 gallon per 150 square feet, should be used. 7. Construction joints, including longitudinal joints and transverse joints, should be fonned during constnxction or should be sawed shortly after the concrete has begun to set, but prior to uncontrolled cracking. All joints should be sealed. 8. Construction control and inspection should be carried out during the subgrade preparation and paving procedures. Concrete should be carefully monitored for quality control.